1、奉贤区奉贤区奉贤区奉贤区 20142014 年度沟通水系工年度沟通水系工程（程（年度沟通水系工年度沟通水系工程（程（柘柘林镇林镇柘柘林镇林镇部部分）分）部部分）分）岩土工程勘察报告岩土工程勘察报告目目录录1、前 言前 言1.1、工程概况1.2、勘察目的与任务1.3、本报告执行现行主要规范、规程及标准1.4、勘察工作方法与完成勘察工作量1.5、测量高程系统及依据2、场场地地工工程程地地质条件质条件2.1、地形地貌及周边环境2.2、地基土的构成及特征2.3、地基土物理力学性质指标2.4、地下水2.5、场地类别及地震效应2.6、不良地质条件3、地地基基土土分分析析与评价与评价3.1、场地稳定性和适宜2、性评价3.2、桥梁工程3.3、箱涵工程3.4、工程施工对环境影响分析4、结结论论与与建议建议奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 1页1、前言、前言1.1、工程概况、工程概况拟建的“奉贤区 2014 年度沟通水系工程(柘林镇部分)”分别位于迎龙村、新寺村、三桥村及周家宅，其中迎龙村、新寺村及周家宅各新建 3 座桥梁，三桥村共新建 5 座桥梁、1 座箱涵(或桥梁)，拟建的桥梁均属农用小桥，设计拟采用简支梁结构、桩基础，拟建的三桥村王文忠东箱涵采用钢筋混凝土结构、浅基础，底板高程+1.00m 左右。我公司受建设单位委托，对各拟建桥梁场地进行3、岩土工程详细勘察工作；本工程由上海宝川水利设计有限公司承担设计工作。依据建(构)筑物性质、场地和地基土的复杂程度，按国家标准岩土工程勘察规范(GB50021-2001)2009 版及上海市工程建设规范岩土工程勘察规范(DGJ08-37-2012)有关条文，确定本工程勘察等级为乙级。1.2、勘察目的与任务、勘察目的与任务本次勘察属详细勘察阶段，目的是为拟建物的地基基础设计和施工方案的确定提供岩土工程勘察资料，并提出分析、评价和建议。具体任务如下：查明拟建场地勘探孔深度范围内的土体构成、分布规律及其工程特征。简述场地地形、地貌特征及场地环境。分析评价拟建物场地工程地质条件，对拟建的箱涵提供天然地基4、持力层、承载力及地基处理意见；对拟建的桥梁推荐合适的桩基持力层及设计参数。查明场地地下水埋藏情况、类型、水位及其变化，评价地下水对本工程的影响，并判定地下水、土对建筑材料的腐蚀性。查明拟建场地不良地质条件，并提出合适的处理方式。进行场地类别及建筑抗震有利、不利或危险地段的划分，明确抗震设防烈度、设计基本地震加速度及设计地震分组；判定场地地基土液化可能性及其液化等级。对场地稳定性及适宜性作出评价。评价工程施工对周围环境的影响。1.3、本报告执行现行主要规范、本报告执行现行主要规范、规程及标准、规程及标准&国家标准岩土工程勘察规范(GB50021-2001)2009版；&国家标准建筑地基基础设计规5、范(GB50007-2011)；&国家标准建筑抗震设计规范(GB50011-2010)；&国家标准工程测量规范(GB50026-2007)；&国家标准土工试验方法标准(GB/T50123-1999)；&国家标准水利水电工程地质勘察规范(GB50487-2008)；&行业标准静力触探技术标准(CECS 04：88)；&行业标准建筑桩基技术规范(JGJ94-2008)；&行业标准建筑工程地质勘探与取样技术规程(JGJ/T 87-2012)；&行业标准软土地区岩土工程勘察规程(JGJ83-2011)；&行业标准水利水电工程地质测绘规程（SL299-2004）；&行业标准公路工程地质勘察规范(JTG 6、C20-2011)；&行业标准公路桥涵地基与基础设计规范(JTG D63-2007)；&行业标准市政工程勘察规范(CJJ 56-2012)；&上海市标准岩土工程勘察规范(DGJ08-37-2012)；&上海市标准地基基础设计规范(DGJ08-11-2010)；奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 2页&上海市标准建筑抗震设计规程(DGJ08-9-2003)；&上海市标准地基处理技术规范(DG/TJ08-40-2010)；&上海市标准基坑工程技术规范（DG/TJ08-61-2010）；&上海市标准岩土工程勘察外业操作规程(DG/TJ08-7、1001-2013)；&上海市标准岩土工程勘察文件编制深度规定(DG/TJ08-72-2012)。1.4、勘察工作方法与完成勘察工作量、勘察工作方法与完成勘察工作量1.4.1、工作量布置、工作量布置本工程拟建的桥梁采用简支梁结构、桩基础，根据上海市工程建设规范岩土工程勘察规范(DGJ08-37-2012)第 6.4.2 及 6.4.5 条规定，本次勘察在各拟建桥梁场地跨河两岸布置 3 只勘探孔，其中钻探孔 2 只、静力触探孔 1 只，孔深40.0m。各勘探孔具体实施位置、类型及深度等详见建(构)筑物及勘探孔平面布置图(附图 1)。1.4.2、勘察工作方法、勘察工作方法(1)定孔：根据拟建物总平8、面图结合地形地物引放，勘察所用图纸系甲方提供的地形图(比例尺 1/1000)。(2)钻探取土：本次钻探设备采用 SH-30 型钻机，采用自由回转钻进方法，控制回次进尺。取土采用自由活塞敞口取土器，取原状土试样质量等级级。(3)标准贯入试验：采用自由落锤，锤重 63.5kg，落距 76cm，预击 15cm，然后记录每 10cm 和累计 30cm 的锤击数，并对粉性土、砂土采集扰动样。(4)静力触探试验：采用 MJ-型静探仪进行贯入，地锚作反力，LMC-C21型静探微机自动记录试验数据。勘察施工前对工作探头进行率定。(5)室内土工试验：布置常规物理力学性质试验，按国家标准土工试验方法标准(GB/T9、50123-1999)进行。1.4.3、完成工作量、完成工作量本次勘察野外工作时间于 2013 年 9 月 27 日结束，室内土工试验于 2013 年10 月 10 日结束，勘察资料整理于 2013 年 10 月 21 日结束，2013 年 10 月 22 日提交岩土工程勘察报告。本次勘察完成的野外勘探及室内土工试验工作量具体见表 1：本次勘察完成工作量表本次勘察完成工作量表表表 1野外作业野外作业工作内容项目数量工作内容项目数量取土孔孔数(个)30螺纹孔孔数(个)孔深(m)40.0孔深(m)总 进 尺(m)1200.0总 进 尺(m)静力触探孔孔数(个)15试样采取原状土样(个)455孔深(10、m)40.0扰动土样(个)133总 进 尺(m)600.0地下稳定水位量测30标准贯入试验(次)133孔口标高测量45室内试验室内试验工作内容数量工作内容数量含水量(个)455压缩试验(组)445液塑限(个)275直剪固快(组)402颗粒分析试验(个)357渗透试验(组)741.5、测量高程系统及依据、测量高程系统及依据本次勘察各勘探点高程均引测于我公司对本工程进行地形图修测时所留控制点A3、A4、A5、A6、A7、A8、A9点及C1点，各控制点具体位置及高程见建(构)筑物及勘察孔平面布置图(附图1)，属2011年吴淞高程系统。奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编11、号：K118-2013-3第 3页2、场地工程地质条件、场地工程地质条件2.1、地形地貌及周边环境、地形地貌及周边环境本工程拟建场地地貌单一，属潮坪类型，各拟建场地地形稍有起伏，勘探期间所测孔口高程在 3.494.66m 之间；各拟建场地周边分布现状道路、民宅或河道护岸，对本工程建设有一定的限制。2.2、场地地层构成与特征、场地地层构成与特征根据钻探、静力触探试验及土工试验资料，本次勘察 40.0m 深度范围内所揭露的土层为全新世 Q4的滨海河口、滨海浅海、滨海、沼泽及晚更新世 Q3的河口湖泽、河口滨海、滨海浅海相沉积物，根据地基土的成因、成分、结构，共分为 8 个主要工程地质层；其中第、层各12、分为 2 个亚层，第、层内含夹层、夹层粘质粉土层；各土层在各拟建场地内空间分布较稳定。各土层特性分述如下：层素填土，灰黄色，以灰黄色粉质粘土为主，含植物根茎等，表层夹碎石、碎砖等垃圾；土质不均且松散。1层粉质粘土，褐黄灰黄色，地质时代：Q43，成因类型：滨海河口，湿，软塑可塑，含铁锰质结核及氧化铁锈斑，局部夹薄层粉土；无摇振反应、切面稍有光泽、干强度中等、韧性中等；自上而下渐软；高等中等压缩性。该该层在迎龙村层在迎龙村 5 组机口港组机口港 1 号桥场地号桥场地 C3 孔及蔡校忠东河孔及蔡校忠东河 2 号桥场地号桥场地 C15 孔缺失。孔缺失。3层粘质粉土，灰黄灰色，地质时代：Q43，成因类型13、：滨海河口，饱和，松散稍密，含云母、腐植物等，局部夹薄层淤泥质粉质粘土；摇振反应稍迅、切面无光泽、干强度低、韧性低；中等压缩性。该层在迎龙村陈四港桃园该层在迎龙村陈四港桃园浜桥场地及周家宅蔡校忠东河浜桥场地及周家宅蔡校忠东河 1、2、3 号桥场地缺失。号桥场地缺失。层淤泥质粉质粘土，灰色，地质时代：Q42，成因类型：滨海浅海，饱和，流塑，含有机质，偶夹腐植物；夹薄层粉砂性土；无摇振反应、切面稍有光泽、干强度中等、韧性中等；高等压缩性。夹层粘质粉土，灰色，地质时代：Q42，成因类型：滨海浅海，饱和，松散稍密，含云母、腐殖质，夹薄层粘性土及粉砂；摇振反应稍迅、切面无光泽、干强度低、韧性低；中等压缩14、性；该层分布于周家宅蔡校忠东河该层分布于周家宅蔡校忠东河 1、2、3 号桥场地。号桥场地。层淤泥质粘土，灰色，地质时代：Q42，成因类型：滨海浅海，饱和，流塑，含云母、有机质，局部夹薄层粉砂性土；无摇振反应、切面有光泽、干强度高、韧性高；高等压缩性。层粉质粘土，灰色，地质时代：Q41，成因类型：滨海、沼泽，很湿，软塑，含云母、有机质及半腐植物；夹少量泥钙质结核；夹薄层粉土，局部呈互层状；无摇振反应、切面稍有光泽、干强度中等、韧性中等；高等压缩性。夹层粘质粉土，灰色，地质时代：Q41，成因类型：滨海、沼泽，饱和，稍密，含云母、有机质，局部夹薄层粘性土，局部呈互层状；摇振反应稍迅、切面无光泽、干强15、度低、韧性低；高等压缩性。该层在迎龙村该层在迎龙村 5 组机口港组机口港 1、2号桥场地缺失。号桥场地缺失。层粉质粘土，暗绿灰绿色，地质时代：Q32，成因类型：河口湖泽，湿，可塑硬塑，含铁锰质结核及少量有机质；局部夹薄层粉土；无摇振反应、切面稍有光泽、干强度中等、韧性中等；中等压缩性。1层砂质粉土，草黄色，地质时代：Q32，成因类型：河口滨海，饱和，中密，含云母及氧化铁锈斑，夹薄层粘性土；摇振反应迅速、切面无光泽、干强度低、韧性低；中等压缩性。2层粉砂，灰黄灰色，地质时代：Q32，成因类型：河口滨海，饱和，密实，含云母、石英及长石等矿物质颗粒，局部夹薄层粘性土；中等压缩性。该层在迎龙村该层在迎16、龙村 5 组机口港组机口港 2 号桥场地缺失号桥场地缺失。层粉质粘土，灰色，地质时代：Q32，成因类型：滨海浅海，很湿，可奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 4页塑，含有机质、腐殖质，夹薄层粉砂，局部以粉砂为主；无摇振反应、切面稍有光泽、干强度中等、韧性中等；中等压缩性。本次勘察 40.0m 深度内未揭穿该层。各土层埋藏特点等详见地层特性表(附表 1)及工程地质剖面图(附图2)。2.3、地基土的物理力学性质及地基承载力设计值、地基土的物理力学性质及地基承载力设计值2.3.1、地基土物理力学性质、地基土物理力学性质各地基土层，其物理力学17、性质指标在删除个别明显不合理指标后，按算术平均的方法进行分层数理统计，统计数据为最大值、最小值、平均值、变异系数、均方差等，统计结果见土层物理力学性质参数表(附表 2)，并说明如下：参数表中给出的各项参数为平均值、最大值、最小值、变异系数等，设计时可根据具体情况，结合统计参数，酌情采用；表中固结快剪试验成果所提供的土的内摩擦角和粘聚力为峰值指标；静力触探比贯入阻力场地平均值为最小平均值。标准贯入击数未经杆长修正。2.3.2、地基承载力、地基承载力根据上海市工程建设规范地基基础设计规范(DGJ08-11-2010)中公式5.2.3-1、上海市工程建设规范岩土工程勘察规范(DGJ08-37-20118、2)中公式14.4.4-1 对地基承载力设计值 fd进行计算(计算假设条件：条基宽度为 1.5m、基础埋置深度为 1.0m、地下水位埋深为 0.5m)，并结合地区勘察经验综合确定，各土层地基承载力详见表 2。地基土承载力一览表地基土承载力一览表表表 2层序土名平均比贯入阻力Ps(MPa)粘聚力c(kPa)内摩擦角()fd(kPa)1褐黄灰黄色粉质粘土0.822019.5853灰黄灰色粘质粉土1.641028.0110灰色淤泥质粉质粘土0.501515.555夹灰色粘质粉土1.44830.5100灰色淤泥质粘土0.541212.545灰色粉质粘土0.851818.575注：1、表中fd仅作为评价19、土层工程特性之用，设计时应根据实际基础的形状、尺寸和埋深进行计算。2、上表地基承载力设计值fd与国家标准建筑地基基础设计规范(GB50007-2011)中的承载力特征值fak在数值上相当。2.4、地下水、地下水2.4.1 地地下水下水类类型型场地浅层土中的地下水属潜水类型，潜水水位埋深一般为 0.5m1.5m，水位受降雨、潮汛、地表水及地面蒸发的影响有所变化。本次勘察期间实测地下稳定水位埋深在 0.551.50m 之间，具体见下表 3：各钻探各钻探孔地孔地下稳定水位下稳定水位表表表表 3孔号地下稳定水位埋深(m)地下稳定水位标高(m)孔号地下稳定水位埋深(m)地下稳定水位标高(m)G10.8420、3.41G161.22.86G21.253.09G170.73.23G30.673.49G180.622.87G40.553.22G190.93.37G51.12.83G200.83.27G60.872.96G210.93.11G71.22.89G220.723G81.313.06G230.72.86G90.73G240.72.86G100.62.96G271.42.63G111.252.92G281.452.11G121.23.46G291.42.7G131.23.28G301.52.44G141.183.34G311.32.83G151.22.76G321.352.4奉贤区2014年度沟通21、水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 5页根据上海市工程建设规范岩土工程勘察规范(DGJ08-37-2012)第 12.1.1条，上海年平均水位埋深一般为 0.50.7 m，一般最低水位埋深为地表下 1.5m。设计时建议根据其最不利组合选择高低水位：建议高水位埋深选择 0.5m，低水位埋深选择 1.5m。2.4.2、地下水水质、地下水水质本工程场地附近无明显污染源，根据上海地区经验，按照上海市工程建设规范岩土工程勘察规范(DGJ08-37-2012)第 12.1.6 条进行评价：本工程拟建场地潜水、地基土对混凝土有微腐蚀性；当长期浸水时潜水对混凝土中的钢筋有22、微腐蚀性；当交替浸水时对混凝土中的钢筋具有弱腐蚀性；对钢结构有弱腐蚀性。2.5、场地地震效应、场地地震效应2.5.1、场地抗震设计基本条件、场地抗震设计基本条件根据国家标准建筑抗震设计规范(GB500112010)及上海市工程建设规范岩土工程勘察规范(DGJ08-37-2012)的有关条文判别：场地的抗震设防烈度为 7 度，设计基本地震加速度为 0.10g，所属的设计地震分组为第一组，地基土属软弱土，场地类别为类。2.5.2、场地地震液化判别、场地地震液化判别本次勘察各拟建场地 20.0m 以浅均未揭遇独立成层的饱和的砂质粉土及砂土，根据上海市工程建设规范岩土工程勘察规范（DGJ08-37-223、012）有关条文，本工程各拟建场地可不考虑地震液化问题。2.5.3、抗震有利、不利地段划分、抗震有利、不利地段划分根据国家标准建筑抗震设计规范(GB500112010)有关规定及上海市工程建设规范岩土工程勘察规范(DGJ08-37-2012)第 8.2.3 条条文说明，综合判定拟建场地属抗震一般地段。2.6、不良地质条件、不良地质条件经勘察，本工程拟建的迎龙村陈四港桃园浜桥、三桥村王文忠东 4#桥及周家宅蔡校忠东河 1 号桥场地局部分布的第层素填土较厚，对上述桥梁墩台基础开挖不利。3、地基土的分析与评价、地基土的分析与评价3.1、场地稳定性和适宜性评价、场地稳定性和适宜性评价根据拟建场地的工程24、地质条件，拟建场地属稳定场地，适宜本工程建设。3.2、桥梁工程、桥梁工程3.2.1、桩基持力层选择、桩基持力层选择根据设计，本工程拟建的桥梁采用简支梁结构、桩基础；结合拟建场地地基土的构成与特征：场地内第层粉质粘土层及以上各土层，由于埋藏浅或承载力低，均不适宜作为拟建桥梁的桩基持力层。第层粉质粘土，压缩模量平均为 7.11MPa，比贯入阻力平均 为2.95MPa，呈可塑硬塑状、中等压缩性；该层在迎龙村 5 组机口港 1 号桥、新寺村潘家港桥、三桥村王文忠东箱涵(或桥)、三桥村王文忠东 3#桥场地层面起伏或厚度较薄，不适宜作为上述桥梁的桩基持力层；该层在上述桥梁场地以外的其它拟建桥梁场地分布较稳25、定且具一定的厚度，可采用该层作为除上述桥梁外的其它拟建桥梁的桩基持力层。奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 6页第1层砂质粉土，压缩模量平均为 11.86MPa，比贯入阻力平均为7.52MPa，呈中密状、中等压缩性；可采用该层作为本工程各拟建桥梁的桩基持力层。3.2.2、桩的类型选择、桩的类型选择根据拟建桥梁场地周边环境，当采用桩基础时，可采用预制桩或钻孔灌注桩。3.2.3、单桩坚向承载力估算、单桩坚向承载力估算根据野外勘探及室内土工试验资料，对各土层力学性质综合分析，并参照上海市工程建设规范 岩土工程勘察规范(DGJ08-37-2026、12)中的表 14.5.5 推荐各土层的 fs 和 fp 值见下表 5。桩侧极限侧摩阻力标准值桩侧极限侧摩阻力标准值 fs 和桩极限端阻力标准值和桩极限端阻力标准值 fp 一览表一览表表表 5序号地层名称平均比贯入阻力Ps(MPa)预制桩钻孔灌注桩桩周土极限摩阻力标准值fs(kPa)桩端土极限端阻力标准值fp(kPa)桩周土极限摩阻力标准值fs(kPa)桩端土极限端阻力标准值fp(kPa)1粉质粘土0.8215153粘质粉土1.641515淤泥质粉质粘土0.506m 以上 156m 以下 206m 以上 156m 以下 15夹粘质粉土1.446m 以上 156m 以下 306m 以上 156m27、 以下 25淤泥质粘土0.542520粉质粘土0.853530夹粘质粉土3.274535粉质粘土2.95601500507501砂质粉土7.52754500601400根据上海市工程建设规范地基基础设计规范(DGJ08-11-2010)第 7.2.4-1公式估算单桩竖向承载力设计值结果见下表 6-1、6-2、6-3：单桩竖向单桩竖向承承载载力力估算估算一一览览表表表表 6-1建筑物算例桩型规格(mm)桩端入土深度(m)桩顶入土深度(m)桩长(m)持力层单桩极限承载力标准值Rk(kN)单桩竖向承载力设计值Rd(kN)三桥村王文忠东1#桥G8预制方桩35035027.5标高-23.12.025.528、1254627预应力管桩4001149575钻孔灌注桩6001400699预制方桩40040031.0标高-26.62.029.0123201160预应力管桩4001822911钻孔灌注桩6001945972钻孔灌注桩80027701382三桥村王文忠东箱涵(或桥)G17预制方桩40040031.0标高-27.12.029.0123411171预应力管桩4001839920钻孔灌注桩6001958978钻孔灌注桩80027861390三桥村王文忠东 3#桥G9预制方桩35035029.5标高-25.82.027.511828933预应力管桩4001712862钻孔灌注桩6001813906钻孔29、灌注桩80025941296三桥村王文忠东4#桥G12预制方桩35035027.5标高-22.82.025.51240619预应力管桩4001137568钻孔灌注桩6001386693预制方桩40040030.5标高-25.82.028.5122631131预应力管桩4001778889钻孔灌注桩6001891945钻孔灌注桩80026971346三桥村王文忠东2#桥C7预制方桩35035027.0标高-23.02.025.01269634预应力管桩4001162581钻孔灌注桩6001421710预制方桩40040030.0标高-26.02.028.0123151158预应力管桩40018130、8909钻孔灌注桩6001941970钻孔灌注桩80027631379奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 7页单桩竖向承载力估算一览表单桩竖向承载力估算一览表表表 6-2建筑物算例桩型规格(mm)桩端入土深度(m)桩顶入土深度(m)桩长(m)持力层单桩极限承载力标准值Rk(kN)单桩竖向承载力设计值Rd(kN)三桥村宋保良后桥G15预制方桩35035027.0标高-23.02.025.01239619预应力管桩4001136568钻孔灌注桩6001386692预制方桩40040030.0标高-26.02.028.0122551127预31、应力管桩4001771885钻孔灌注桩6001884942钻孔灌注桩80026881342迎龙村陈四港桃园浜桥G1预制方桩35035026.5标高-22.32.024.51191595预应力管桩4001093547钻孔灌注桩6001326663预制方桩40040029.5标高-25.32.027.5122071103预应力管桩4001734866钻孔灌注桩6001830915钻孔灌注桩80026161307迎龙村5组机口港2#桥G3预制方桩35035027.0标高-22.82.025.01174587预应力管桩4001077539钻孔灌注桩6001333666预制方桩40040029.5标高-32、25.32.027.5121321065预应力管桩4001675836钻孔灌注桩6001784892钻孔灌注桩80025551276迎龙村 5组机口港1#桥G6预制方桩40040030.0标高-26.22.028.0121581078预应力管桩4001695846钻孔灌注桩6001805902钻孔灌注桩80025821290单桩竖向单桩竖向承承载载力力估算估算一一览览表表表表 6-3建筑物算例桩型规格(mm)桩端入土深度(m)桩顶入土深度(m)桩长(m)持力层单桩极限承载力标准值Rk(kN)单桩竖向承载力设计值Rd(kN)新寺村潘家港桥G20预制方桩40040030.0标高-26.02.02833、.0122151107预应力管桩4001740869钻孔灌注桩6001832916钻孔灌注桩80026191308新寺村冯家浜1#桥G21预制方桩35035027.5标高-23.52.025.51278639预应力管桩4001171585钻孔灌注桩6001409704预制方桩40040031.0标高-27.02.029.0123591180预应力管桩4001853927钻孔灌注桩6001964982钻孔灌注桩80027951395新寺村冯家浜2#桥G23预制方桩35035028.0标高-24.42.026.01284642预应力管桩4001176588钻孔灌注桩6001430714预制方桩4034、040031.5标高-27.92.029.5123741188预应力管桩4001864933钻孔灌注桩6001991995钻孔灌注桩80028301412周家宅蔡校忠东河3#桥G27预制方桩35035027.0标高-23.02.025.01211605预应力管桩4001111556钻孔灌注桩6001355677预制方桩40040030.0标高-26.02.028.0122351117预应力管桩4001756877钻孔灌注桩6001863931钻孔灌注桩80026601328周家宅蔡校忠东河2#桥G29预制方桩35035026.5标高-22.42.024.51172586预应力管桩400107635、538钻孔灌注桩6001321661预制方桩40040029.5标高-25.42.027.5121741086预应力管桩4001707853钻孔灌注桩6001816908钻孔灌注桩80025981298奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 8页单桩竖向承载力估算一览表单桩竖向承载力估算一览表表表 6-4建筑物算例桩型规格(mm)桩端入土深度(m)桩顶入土深度(m)桩长(m)持力层单桩极限承载力标准值Rk(kN)单桩竖向承载力设计值Rd(kN)周家宅蔡校忠东河2#桥G32预制方桩35035026.5标高-22.82.024.511135536、8预应力管桩4001011506钻孔灌注桩6001354677预制方桩40040029.5标高-25.82.027.5122231111预应力管桩4001746873钻孔灌注桩6001859929钻孔灌注桩80026541325注：1、单桩竖向承载力特征值 Ra 可按单桩竖向承载力标准值 Rk 的 1/2 取值。2、请设计部门根据各拟建物实际荷载选择合适的桩长、桩径及桩端入土深度。3、建议通过现场静载荷试验确定单桩竖向承载力。3.2.4、沉沉(成成)桩可能桩可能性分性分析析本工程拟建的各桥梁当采用预制桩，分别以第层粉质粘土或第1层砂质粉土层作为桩基持力层时，桩身均需分别穿越浅部稍密稍密状的第337、层粘质粉土、第夹层粘质粉土或第夹层粘质粉土，并进入(或穿越)可塑硬塑状的第层粉质粘土层或进入中密状的第1层砂质粉土层，沉桩有困难，建议通过试沉桩来确定合适的沉桩设备及施工参数。当采用钻孔灌注桩时施工时，钻孔灌注桩施工工艺成熟，应控制好泥浆稠度防止软土缩径，进入第3层粘质粉土、第夹层粘质粉土及第夹层粘质粉土层时应注意防止塌孔，并应加强对施工的监管与桩身质量的检测。3.2.5、桩桩基基沉降沉降量量估算参数估算参数通过静探 Ps 值、标准贯入击数 N 及压缩模量 Es 的经验关系，综合确定桩基沉降计算压缩模量 Es 见下表 7。桩端下各桩端下各土层土层的压缩模的压缩模量量 Es 建议值建议值表表 738、层 序土名压缩模量Es(MPa)室内固结试验静探Es=3.3Ps+3.2(粘性土)Es=3.5Ps(粉土、砂土)标贯试验Es=1.1N(粉土、砂土)建议值粉质粘土10.512.9/11.51砂质粉土/26.322.024.02粉砂/44.949.247.0粉质粘土8.09.8/8.53.3、箱涵工程、箱涵工程3.3.1、天然天然地基地基根据设计，本工程拟建的三桥村王文忠东箱涵底板高程在+1.00m 左右，根据拟建场地的工程地质条件，基础埋深在 3.0m 左右，底板处于第3层粘质粉土中，该层呈松散稍密状，中等压缩性，工程力学性质尚可，设计可根据具体情况，采用如水泥搅拌桩等方式对地基土进行加固处理39、后可作为拟建箱涵的浅基础持力层。3.3.2、基、基坑坑工工程程本工程拟建的箱涵基础开挖深度在 3.00m 左右，根据上海市工程建设规范基坑工程设计规程(DG/TJ08-61-2010)规定，基坑安全等级为三级；2 倍基坑开挖深度平面范围内无重要设施，基坑环境保护等级为三级。1）基基础开挖础开挖及及支护结构影响范围支护结构影响范围内地基土内地基土的构的构成成基础开挖影响深度范围内土体为第、1、3层土构成。2)基基础开挖围护础开挖围护本工程拟建基坑开挖深度范围内第层素填土结构松散，基坑开挖过程中易产生坍塌现象；第1层粉质粘土，呈可塑软塑状、中等高等压缩性，土奉贤区2014年度沟通水系工程(柘林镇部40、分)岩土工程勘察报告工程编号：K118-2013-3第 9页质较好，边坡稳定性较好；第3层粘质粉土，呈松散稍密状，具较强的渗透性能，施工时易产生流砂、坍塌等现象；本工程基坑可采用钢板桩等方式进行基坑围护。3)基坑降水基坑降水由于本场地地下水埋藏较浅，由于基坑开挖所涉及的第3层粘质粉土层具较强的透水性，为方便基础施工，防止基坑开挖过程中局部产生流砂、管涌等不良工程事故，建议在基坑周边布设如集水井或轻型井点降水等降排水系统。4）基坑设计施工参数）基坑设计施工参数基坑开挖及支护结构影响深度范围内各土层的有关设计施工参数见下表 8。边坡稳定性验算参数表边坡稳定性验算参数表表表 8层序土名天然重度kN/41、m3直剪固快试验渗透系数CKvKH推荐值kPaK(cm/s)1粉质粘土18.72019.51.34E-61.72E-62.00E-63粘质粉土18.51028.02.87E-44.00E-44.00E-4淤泥质粉质粘土17.51515.52.28E-62.97E-63.00E-63.4、工程施工对环境影响分析、工程施工对环境影响分析本工程各拟建桥梁场地周边分布现状道路、民宅或河道护岸，对本工程建设有一定的限制；当采用预制桩施工时须注意挤土效应对周边民宅、道路及岸坡的影响，应加强监测，做到信息化施工；当采用钻孔灌注桩时需做好泥浆排污工作，以减少对周边环境的影响。4、结论与建议、结论与建议4.1、42、根据拟建场地的工程地质条件，拟建场地属较稳定场地，适宜本工程建设。4.2、经勘察，本工程拟建场地共分为 8 个主要工程地质层；其中第、层各分为 2 个亚层，第、层内含夹层、夹层粘质粉土层；各土层在各拟建场地内空间分布较稳定。4.3、本工程各拟建场地浅层土中的地下水属潜水类型，设计时高水位埋深建议选择 0.5m、低水位埋深建议选择 1.5m。本工程拟建场地潜水、地基土对混凝土有微腐蚀性；当长期浸水时潜水对混凝土中的钢筋有微腐蚀性；当交替浸水时对混凝土中的钢筋具有弱腐蚀性；对钢结构有弱腐蚀性。4.4、本工程拟建场地的抗震设防烈度为 7 度，设计基本地震加速度为 0.10g，所属的设计地震分组为第一43、组，地基土属软弱土，场地类别为类，属抗震一般地段、不液化场地。4.5、第层粉质粘土层、第1层砂质粉土层是本工程拟建桥梁良好的桩基持力层，设计部门可根据拟建桥梁的实际荷载、各场地的工程地质条件选择合适的桩基持力层及桩长、桩径等，并通过现场静载荷试验确定单桩竖向承载力。4.6、根据设计，本工程拟建的三桥村王文忠东箱涵底板高程在+1.00m 左右，根据拟建场地的工程地质条件，基础埋深在 3.0m 左右，底板处于第3层粘质粉土中，该层工程力学性质尚可，设计可根据具体情况，采用如水泥搅拌桩等方式对地基土进行加固处理后可作为拟建箱涵的浅基础持力层。本工程拟建的箱涵基础开挖深度在 3.00m 左右，基坑安全44、等级及环境保护等级均为三级；本工程基坑可采用钢板桩等方式进行基坑围护，并建议在基坑周边布设如轻型井点降水等降排水系统。奉贤区2014年度沟通水系工程(柘林镇部分)岩土工程勘察报告工程编号：K118-2013-3第 10页4.7、本工程拟建的迎龙村陈四港桃园浜桥、三桥村王文忠东 4#桥及周家宅蔡校忠东河 1 号桥场地局部分布的第层素填土较厚，对上述桥梁墩台基础开挖不利。4.8、在本工程施工过程中，应严格监理，加强验槽，以确保工程施工质量。同时在预制桩施工时加强监测工作，以确保周边建筑的安全。4.9、拟建场地河床断面等请参照我公司提交的奉贤区 2014 年度沟通水系工程测量报告。地质时代土层层号土45、层名称 层厚m 层底标高m成因类型颜色湿度状态密实度 压缩性土 层 描 述13夹夹12Q43Q42Q41Q32素填土粉质粘土粘质粉土淤泥质粉质粘土粘质粉土淤泥质粘土粉质粘土粘质粉土粉质粘土砂质粉土粉砂粉质粘土3.271.762.652.100.561.250.52-1.74-0.180.70-6.74-4.50-1.47-2.44-1.82-10.91-13.67-12.38-14.99-23.51-19.26-17.80-21.81-20.21-23.01-26.24-24.05-26.83-31.94-29.99未钻穿未钻穿0.702.301.340.502.501.440.703.00146、.440.907.104.431.202.501.895.708.806.970.6010.203.241.306.803.731.203.302.383.608.505.94未钻穿未钻穿滨海河口滨海河口滨海浅海滨海浅海滨海浅海滨海、沼泽滨海、沼泽河口湖泽河口滨海河口滨海滨海浅海灰黄色褐黄灰黄灰黄灰灰色灰色灰色灰色灰色暗绿灰绿草黄色灰黄灰灰色湿湿饱和饱和饱和饱和很湿饱和湿饱和饱和很湿软塑可塑流塑流塑软塑可塑硬塑可塑松散松散稍密松散稍密稍密中密密实高等中等中等高等中等高等高等中等中等中等中等中等以灰黄色粉质粘土为主，含植物根茎等，表层夹碎石、碎砖等垃圾。含铁锰质结核及氧化铁锈斑，局部夹薄层粉土；47、无摇振反应、切面稍有光泽、干强度中等、韧性中等；自上而下渐软。含云母、腐植物等，局部夹薄层淤泥质粉质粘土；摇振反应稍迅、切面无光泽、干强度低、韧性低。含有机质，偶夹腐植物；夹薄层粉砂性土；无摇振反应、切面稍有光泽、干强度中等、韧性中等。含云母、腐殖质，夹薄层粘性土及粉砂；摇振反应稍迅、切面无光泽、干强度低、韧性低。含云母、有机质，局部夹薄层粉砂性土；无摇振反应、切面有光泽、干强度高、韧性高。含云母、有机质及半腐植物；夹少量泥钙质结核；夹薄层粉土，局部呈互层状；无摇振反应、切面稍有光泽、干强度中等、韧性中等。含云母、有机质，局部夹薄层粘性土，局部呈互层状；摇振反应稍迅、切面无光泽、干强度低、韧性48、低。含铁锰质结核及少量有机质；局部夹薄层粉土；无摇振反应、切面稍有光泽、干强度中等、韧性中等。含云母及氧化铁锈斑，夹薄层粘性土；摇振反应迅速、切面无光泽、干强度低、韧性低。含云母、石英及长石等矿物质颗粒，局部夹薄层粘性土。含有机质、腐殖质，夹薄层粉砂，局部以粉砂为主；无摇振反应、切面稍有光泽、干强度中等、韧性中等。地层特性表工程编号:K118-2013-3附表:1日期:2013年10月22日 1 3 夹 夹 1 2 粉质粘土 粘质粉土 淤泥质粉质粘 土 粘质粉土 淤泥质粘土 粉质粘土 粘质粉土 粉质粘土 砂质粉土 粉砂 粉质粘土14.725.67.6364.330.3041.059.226.249、1310.410.2615.439.05.2576.930.4525.461.49.4899.370.3770.288.636.28910.700.158.813.05.6361.520.1811.015.96.1132.910.289.313.65.7571.580.1711.217.86.5892.130.198.114.12.1892.750.3458.368.148.4364.740.0833.046.414.1139.690.3157.565.136.1575.670.1051.267.420.4898.670.1716.239.85.0896.680.416.710.53.636150、.560.244.25.53.1130.930.236.610.53.1571.740.275.711.42.3891.700.302.56.20.4891.090.4411.514.97.0362.620.2310.919.34.1134.500.4311.214.85.6573.110.286.514.72.7892.240.353.06.00.6891.200.4130.734.526.3272.640.0931.333.328.9201.370.0542.047.436.8612.570.0629.733.327.352.130.0847.654.236.9703.640.0838.051、45.432.6493.700.1032.134.128.5281.480.0523.826.722.3350.820.0427.730.125.6471.080.0425.228.222.7601.180.0530.734.828.862.010.0718.719.218.1270.030.0218.518.718.2200.020.0117.518.017.1610.020.0118.718.918.250.030.0217.118.016.6700.030.0217.918.317.2490.030.0218.418.818.2280.020.0119.719.919.3350.010.52、0118.919.118.5470.010.0119.219.418.9600.010.0118.618.917.960.030.022.732.732.72270.000.002.712.712.70200.000.002.732.732.72610.000.002.702.712.6950.010.002.742.752.72700.010.002.732.752.72490.010.002.712.712.70280.000.002.732.732.72350.000.002.702.702.70470.000.002.692.692.68600.000.002.732.742.726053、.010.00969794270.670.01969795200.550.01989996610.760.0196969450.730.019910097700.520.01979994491.060.01969894280.690.01969794350.630.01959794470.780.01949691601.180.0195969460.880.010.8740.9850.762270.070.080.8850.9420.822200.040.041.1661.3131.028610.070.060.8370.9420.78150.060.081.3211.5001.024700.54、100.081.0711.2630.939490.100.090.9060.9540.807280.040.050.6800.7560.645350.020.030.7880.8590.739470.030.030.7210.7870.661600.030.040.8801.0180.82560.070.0836.137.732.7271.140.0337.739.733.1611.140.0342.346.735.6702.580.0638.846.333.0513.920.1035.937.633.0350.700.0236.440.934.162.380.0721.121.820.12755、0.410.0221.823.220.6610.520.0223.625.120.4701.030.0422.624.920.2511.260.0620.621.419.7350.470.0221.522.620.860.560.0315.016.412.0270.930.0615.916.912.5610.960.0618.722.613.6701.680.0916.221.512.5512.770.1715.316.712.3350.670.0414.918.312.961.930.140.640.860.39270.150.241.271.551.04610.130.101.281.5956、1.05700.120.090.940.990.81490.040.040.210.370.12350.050.270.620.740.5060.080.141.34e-062.57e-062.54e-07119.96e-077.78e-012.87e-048.59e-043.23e-0582.84e-041.06e+002.28e-062.67e-061.98e-0682.11e-079.88e-021.27e-072.27e-079.13e-0884.02e-083.38e-011.72e-063.40e-063.00e-07111.30e-067.89e-014.00e-049.87e-57、044.55e-0583.67e-049.82e-012.97e-063.92e-062.31e-0684.80e-071.73e-011.69e-073.28e-071.25e-0786.22e-083.93e-01202317271.870.101013 6192.700.27151712461.190.08 812 552.790.38121710581.670.14182314441.580.091215 6262.180.19414931343.680.09 5 7 4410.890.17 2 3 1310.530.2823242151.020.0519.524.017.0272.058、50.1128.030.026.0191.150.0415.518.012.0461.580.1030.533.026.552.270.0812.517.59.0582.210.1818.523.013.0443.070.1727.530.525.5261.390.0518.525.516.0341.620.0931.533.029.0410.810.0335.037.033.5310.730.0222.525.017.052.930.140.400.540.29270.070.170.240.300.18200.030.140.740.960.54570.100.140.190.280.1559、50.050.290.981.240.56660.150.160.600.860.40490.140.230.250.300.17270.030.140.240.290.21340.020.080.150.190.13470.010.090.110.140.09600.010.090.360.420.3260.030.104.785.973.67270.620.138.029.926.55200.990.132.963.782.40570.320.1110.4312.316.9451.850.202.433.642.00660.360.153.604.922.62490.650.187.70160、0.596.43281.010.137.117.755.97340.460.0711.8613.909.62470.890.0816.0617.9313.00601.090.075.325.624.8360.270.066.28.05.0131.030.179.412.06.052.800.3311.418.07.0303.430.3120.035.012.0416.020.3144.757.732.0286.960.160.821.110.72130.110.131.642.551.37100.390.220.500.670.46150.060.111.441.811.3430.540.7261、0.44150.060.100.851.160.72150.100.103.275.602.64130.830.222.953.532.75150.220.077.5211.495.66151.810.2012.8417.6911.57142.020.152.011土层层号土层名称0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%50)124567891011121315171940.00(-36.20)1.00(2.80)2.20(1.60)3.50(0.30)8.80(-5.00)15.80(-12.00)20.00(-16.20)24.62、30(-20.50)25.50(-21.70)27.70(-23.90)33.70(-29.90)06.012.018.0ps(MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-1上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日B B水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)24.00G74.09G84.37fff13夹12三桥村王文忠东1#桥40.00(-35.91)1.00(3.09)2.50(1.59)3.80(0.29)9.00(-4.91)16.00(-11.91)20.00(-63、15.91)24.50(-20.41)26.00(-21.91)29.00(-24.91)34.00(-29.91).3(7.0).14(35.0).16(37.0).18(50)124567891011121315171940.00(-35.63)1.50(2.87)2.70(1.67)4.00(0.37)9.40(-5.03)16.30(-11.93)20.30(-15.93)24.50(-20.13)26.30(-21.93)29.30(-24.93)33.80(-29.43)123456789101112131415工程地质剖面图工程编号:K118-2013-3分图编号:2-2上海海洋64、地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日C C水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)24.50G173.93C93.74fff13夹12三桥村王文忠东桥(或箱涵)40.00(-36.07)0.80(3.13)2.80(1.13)4.00(-0.07)9.50(-5.57)16.00(-12.07)20.00(-16.07)25.00(-21.07)26.80(-22.87)28.30(-24.37)34.00(-30.07).3(7.0).4(7.0).12(10.0).13(11.0).15(13.065、).18(12.0).19(16.0).21(18.0).22(32.0).23(38.0).24(41.0)12567891011141617202540.00(-36.26)1.30(2.44)2.40(1.34)3.40(0.34)9.10(-5.36)15.70(-11.96)20.30(-16.56)24.40(-20.66)26.20(-22.46)28.80(-25.06)33.00(-29.26)06.012.018.0ps(MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-3上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日D 66、D水平 1:100 垂直 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1:20040-4-8-12-16-268、0-24-28-32-36间距(m)20.00G93.70C53.56fff13夹12三桥村王文忠东3#桥40.00(-36.30)1.00(2.70)2.80(0.90)3.80(-0.10)9.70(-6.00)16.40(-12.70)21.30(-17.60)24.00(-20.30)25.70(-22.00)27.50(-23.80)33.80(-30.10).3(7.0).11(13.0).14(13.0).16(16.0).18(23.0).20(44.0).21(50)124567891012131517192240.00(-36.44)1.80(1.76)2.30(1.26)69、3.30(0.26)9.30(-5.74)16.00(-12.44)21.10(-17.54)23.70(-20.14)24.40(-20.84)26.80(-23.24)33.50(-29.94)04.08.012.016.020.0ps(MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-5上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日F F水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)19.00G93.70G103.56fff13夹12三桥村王文忠东3#桥40.00(-36.30)1.070、0(2.70)2.80(0.90)3.80(-0.10)9.70(-6.00)16.40(-12.70)21.30(-17.60)24.00(-20.30)25.70(-22.00)27.50(-23.80)33.80(-30.10).3(7.0).11(13.0).14(13.0).16(16.0).18(23.0).20(44.0).21(50)124567891012131517192240.00(-36.44)0.80(2.76)2.50(1.06)3.50(0.06)9.50(-5.94)16.00(-12.44)21.00(-17.44)24.10(-20.54)25.50(-2171、.94)27.30(-23.74)34.00(-30.44)123456789101112131415工程地质剖面图工程编号:K118-2013-3分图编号:2-6上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日G G水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)23.50C64.12G124.66fff13夹12三桥村王文忠东4#桥40.00(-35.88)2.10(2.02)3.20(0.92)3.90(0.22)9.00(-4.88)17.00(-12.88)21.50(-17.38)24.20(-20.72、08)25.20(-21.08)27.50(-23.38)33.70(-29.58)02.04.06.08.010.012.014.016.018.020.022.024.026.028.030.032.034.0ps(MPa)40.00(-35.34)1.50(3.16)3.00(1.66)4.50(0.16)8.70(-4.04)17.50(-12.84)21.50(-16.84)24.80(-20.14)26.00(-21.34)28.50(-23.84)34.00(-29.34).3(5.0).4(10.0).11(10.0).13(11.0).16(21.0).18(26.0).1973、(24.0).20(36.0).21(44.0)1256789101214151722工程地质剖面图工程编号:K118-2013-3分图编号:2-7上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日H H水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)23.00G114.17G124.66fff13夹12三桥村王文忠东4#桥40.00(-35.83)1.60(2.57)3.00(1.17)4.30(-0.13)9.00(-4.83)17.00(-12.83)21.50(-17.33)25.00(-20.83)26.74、00(-21.83)28.50(-24.33)33.30(-29.13)12345678910111213141540.00(-35.34)1.50(3.16)3.00(1.66)4.50(0.16)8.70(-4.04)17.50(-12.84)21.50(-16.84)24.80(-20.14)26.00(-21.34)28.50(-23.84)34.00(-29.34).3(5.0).4(10.0).11(10.0).13(11.0).16(21.0).18(26.0).19(24.0).20(36.0).21(44.0)1256789101214151722工程地质剖面图工程编号:K175、18-2013-3分图编号:2-8上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日I I水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)28.00G144.52G134.48fff13夹12三桥村王文忠东2#桥40.00(-35.48)1.50(3.02)2.70(1.82)4.00(0.52)9.00(-4.48)16.00(-11.48)20.50(-15.98)25.00(-20.48)26.10(-21.58)28.50(-23.98)33.30(-28.78)123456789101112131415476、0.00(-35.52)2.00(2.48)2.80(1.68)4.00(0.48)9.00(-4.52)16.00(-11.52)20.20(-15.72)25.00(-20.52)26.00(-21.52)28.40(-23.92)33.00(-28.52).2(8.0).10(11.0).12(8.0).15(13.0).17(31.0).19(43.0).20(48.0)13456789111314161821工程地质剖面图工程编号:K118-2013-3分图编号:2-9上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日J J水平 1:100 垂直 1:277、0051-3-7-11-15-19-23-27-31-35间距(m)26.00G144.52C73.97fff13夹12三桥村王文忠东2#桥40.00(-35.48)1.50(3.02)2.70(1.82)4.00(0.52)9.00(-4.48)16.00(-11.48)20.50(-15.98)25.00(-20.48)26.10(-21.58)28.50(-23.98)33.30(-28.78)12345678910111213141540.00(-36.03)1.90(2.07)2.60(1.37)3.70(0.27)8.10(-4.13)16.10(-12.13)20.70(-16.78、73)24.10(-20.13)24.70(-20.73)27.20(-23.23)30.80(-26.83)010.020.0ps(MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-10上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日K K水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)20.50G153.96G164.06fff13夹12三桥村宋保良后桥40.00(-36.04)1.70(2.26)2.90(1.06)4.00(-0.04)9.30(-5.34)16.00(-12.04)2079、.70(-16.74)24.50(-20.54)25.50(-21.54)28.30(-24.34)33.30(-29.34)1234567891011121314151640.00(-35.94)1.50(2.56)3.00(1.06)4.50(-0.44)9.50(-5.44)16.30(-12.24)21.00(-16.94)24.80(-20.74)25.80(-21.74)28.50(-24.44)33.80(-29.74).3(5.0).4(3.0).11(7.0).13(7.0).17(14.0).18(31.0).20(36.0).22(45.0)12567891012141580、16192123工程地质剖面图工程编号:K118-2013-3分图编号:2-11上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日L L水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)15.00G153.96C83.90fff13夹12三桥村宋保良后桥40.00(-36.04)1.70(2.26)2.90(1.06)4.00(-0.04)9.30(-5.34)16.00(-12.04)20.70(-16.74)24.50(-20.54)25.50(-21.54)28.30(-24.34)33.30(-29.34)181、234567891011121314151640.00(-36.10)1.50(2.40)2.70(1.20)4.00(-0.10)9.30(-5.40)16.30(-12.40)21.00(-17.10)24.00(-20.10)25.20(-21.30)28.00(-24.10)32.60(-28.70)03.06.09.012.015.018.021.024.0ps(MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-12上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日M M水平 1:100 垂直 1:20051-3-7-11-15-19-82、23-27-31-35间距(m)26.50G14.25G24.34fff1夹12陈四港桃园浜桥40.00(-35.75)1.30(2.95)3.20(1.05)10.30(-6.05)16.50(-12.25)20.30(-16.05)24.40(-20.15)25.40(-21.15)27.50(-23.25)33.00(-28.75)12345678910111213141540.00(-35.66)1.70(2.64)3.40(0.94)10.00(-5.66)16.80(-12.46)21.00(-16.66)24.80(-20.46)25.50(-21.16)27.60(-23.2683、)33.30(-28.96).9(8.0).11(9.0).14(17.0).16(19.0).18(38.0).19(46.0).21(50)1234567810121315172022工程地质剖面图工程编号:K118-2013-3分图编号:2-13上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日N N水平 1:200 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)30.00C14.37G24.34fff1夹12陈四港桃园浜桥40.00(-35.63)2.20(2.17)3.20(1.17)9.80(-5.43)17.10(-84、12.73)21.10(-16.73)23.90(-19.53)24.80(-20.43)27.40(-23.03)33.20(-28.83)02.04.06.08.010.012.014.016.018.020.022.024.026.028.0ps(MPa)40.00(-35.66)1.70(2.64)3.40(0.94)10.00(-5.66)16.80(-12.46)21.00(-16.66)24.80(-20.46)25.50(-21.16)27.60(-23.26)33.30(-28.96).9(8.0).11(9.0).14(17.0).16(19.0).18(38.0).19(85、46.0).21(50)1234567810121315172022工程地质剖面图工程编号:K118-2013-3分图编号:2-14上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日O O水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)26.00C23.99G43.77131迎龙村5组机口港2号桥40.00(-36.01)1.80(2.19)2.80(1.19)4.80(-0.81)9.20(-5.21)14.90(-10.91)25.10(-21.11)27.00(-23.01)35.50(-31.51)01.086、2.03.04.05.06.07.08.09.010.0ps(MPa)40.00(-36.23)1.00(2.77)2.40(1.37)5.20(-1.43)9.30(-5.53)15.30(-11.53)25.30(-21.53)27.50(-23.73)35.30(-31.53).3(5.0).5(6.0).11(7.0).12(7.0).18(16.0).19(20.0).21(22.0).22(15.0)12467891013141516172023242526工程地质剖面图工程编号:K118-2013-3分图编号:2-15上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2087、13年10月22日P P水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)24.00G34.16G43.77131迎龙村5组机口港2号桥40.00(-35.84)1.00(3.16)2.50(1.66)5.50(-1.34)10.50(-6.34)16.30(-12.14)25.50(-21.34)27.80(-23.64)35.50(-31.34)12345678910111213141516171840.00(-36.23)1.00(2.77)2.40(1.37)5.20(-1.43)9.30(-5.53)15.30(-11.53)25.3088、(-21.53)27.50(-23.73)35.30(-31.53).3(5.0).5(6.0).11(7.0).12(7.0).18(16.0).19(20.0).21(22.0).22(15.0)12467891013141516172023242526工程地质剖面图工程编号:K118-2013-3分图编号:2-16上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日Q Q水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)25.50G53.93G63.83fff1312迎龙村5组机口港1号桥40.00(-36.0789、)1.50(2.43)2.60(1.33)3.80(0.13)10.00(-6.07)17.50(-13.57)26.00(-22.07)28.40(-24.47)34.30(-30.37).3(4.0).10(7.0).13(20.0).16(17.0).18(23.0).20(39.0).22(48.0)12456789111214151719212340.00(-36.17)1.50(2.33)2.50(1.33)3.80(0.03)10.30(-6.47)17.50(-13.67)25.80(-21.97)28.00(-24.17)34.50(-30.67)1234567891011190、213141516工程地质剖面图工程编号:K118-2013-3分图编号:2-17上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日R R水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)21.00G53.93C33.78fff1312迎龙村5组机口港1号桥40.00(-36.07)1.50(2.43)2.60(1.33)3.80(0.13)10.00(-6.07)17.50(-13.57)26.00(-22.07)28.40(-24.47)34.30(-30.37).3(4.0).10(7.0).13(20.0).91、16(17.0).18(23.0).20(39.0).22(48.0)12456789111214151719212340.00(-36.22)1.80(1.98)3.30(0.48)8.90(-5.12)17.30(-13.52)25.60(-21.82)26.80(-23.02)34.20(-30.42)04.08.012.016.020.0ps(MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-18上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日S S水平 1:100 垂直 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3号桥40.00(-35.97)0.80(3.23)2.90(1.13)105、3.80(0.23)5.50(-1.47)9.00(-4.97)16.00(-11.97)21.00(-16.97)24.00(-19.97)25.50(-21.47)27.80(-23.77)34.50(-30.47).10(12.0).14(17.0).16(12.0).17(31.0).18(50).19(50)123456789111213152040.00(-36.44)1.00(2.56)3.00(0.56)4.30(-0.74)6.00(-2.44)9.00(-5.44)15.50(-11.94)20.90(-17.34)23.80(-20.24)25.00(-21.44)27.106、50(-23.94)34.00(-30.44).9(17.0).11(10.0).15(19.0).17(13.0)123456781012131416181920工程地质剖面图工程编号:K118-2013-3分图编号:2-26上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日AA AA水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)21.00G294.10C153.98fff1夹夹12蔡校忠东河 2号桥40.00(-35.90)1.20(2.90)2.60(1.50)4.30(-0.20)6.00(-1.90)1107、0.00(-5.90)16.40(-12.30)20.50(-16.40)22.00(-17.90)25.00(-20.90)28.00(-23.90)35.00(-30.90).3(12.0).5(12.0).12(16.0).13(8.0)1246789101114151617181940.00(-36.02)1.70(2.28)3.60(0.38)5.60(-1.62)9.60(-5.62)16.10(-12.12)20.70(-16.72)22.00(-18.02)24.80(-20.82)27.40(-23.42)34.60(-30.62)04.08.012.016.020.0ps(108、MPa)工程地质剖面图工程编号:K118-2013-3分图编号:2-27上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日AB AB水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)23.50G294.10G303.94fff1夹夹12蔡校忠东河 2号桥40.00(-35.90)1.20(2.90)2.60(1.50)4.30(-0.20)6.00(-1.90)10.00(-5.90)16.40(-12.30)20.50(-16.40)22.00(-17.90)25.00(-20.90)28.00(-23.90)35109、.00(-30.90).3(12.0).5(12.0).12(16.0).13(8.0)1246789101114151617181940.00(-36.06)1.20(2.74)2.60(1.34)3.50(0.44)6.00(-2.06)10.00(-6.06)16.50(-12.56)20.40(-16.46)23.50(-19.56)25.00(-21.06)28.00(-24.06)34.50(-30.56).3(5.0).5(11.0).6(6.0).13(17.0).14(8.0).17(22.0).18(26.0).19(40.0).20(49.0)12478910111215110、1621工程地质剖面图工程编号:K118-2013-3分图编号:2-28上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日AC AC水平 1:100 垂直 1:20051-3-7-11-15-19-23-27-31-35间距(m)24.00G314.13G323.75fff1夹夹12蔡校忠东河 1号桥40.00(-35.87)2.30(1.83)4.00(0.13)6.00(-1.87)9.00(-4.87)16.50(-12.37)20.60(-16.47)22.00(-17.87)25.00(-20.87)27.70(-23.57)34.00(-29.87).111、2(6.0).4(14.0).12(18.0).15(16.0).16(16.0).17(30.0).18(46.0).19(49.0)1356789101113142040.00(-36.25)1.00(2.75)2.50(1.25)4.30(-0.55)5.50(-1.75)8.70(-4.95)16.20(-12.45)20.30(-16.55)22.80(-19.05)24.80(-21.05)27.50(-23.75)33.70(-29.95).3(5.0).5(4.0).11(18.0).13(10.0)1246789101214151617181920工程地质剖面图工程编号:K1112、18-2013-3分图编号:2-29上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日AD AD水平 1:100 垂直 1:20040-4-8-12-16-20-24-28-32-36间距(m)20.50C164.00G323.75fff1夹夹12蔡校忠东河 1号桥40.00(-36.00)1.20(2.80)2.20(1.80)3.30(0.70)5.50(-1.50)9.10(-5.10)16.10(-12.10)20.30(-16.30)21.80(-17.80)24.60(-20.60)27.30(-23.30)34.10(-30.10)01.02.03.113、04.05.06.07.08.09.010.011.012.013.014.015.016.017.018.019.020.0ps(MPa)40.00(-36.25)1.00(2.75)2.50(1.25)4.30(-0.55)5.50(-1.75)8.70(-4.95)16.20(-12.45)20.30(-16.55)22.80(-19.05)24.80(-21.05)27.50(-23.75)33.70(-29.95).3(5.0).5(4.0).11(18.0).13(10.0)1246789101214151617181920工程地质剖面图工程编号:K118-2013-3分图编号:2114、-30上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日地质时代土层层号土层名称层底深度(m)层底标高(m)厚度(m)柱状图成因类型土层描述编号No起始深度(m)含水量W%密度0g/cm3比重G孔隙比e0塑性指数IP峰值粘聚力CkPa峰值内摩擦角O压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa编号No起始深度(m)击数N63.5标 贯 曲 线土试样颗粒组成天然状态土的物理指标标准贯入试验孔深40.00m标高4.25m比例1:200地下水埋深0.84m日期2013-8-251夹12素填土粉质粘土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质115、粘土砂质粉土粉砂以灰黄色粉质粘土为主，含植物根茎等，表层夹碎石、碎砖等垃圾。含铁锰质结核及氧化铁锈斑，局部夹薄层粉土；无摇振反应、切面稍有光泽、干强度中等、韧性中等；自上而下渐软含有机质，偶夹腐植物；夹薄层粉砂性土；无摇振反应、切面稍有光泽、干强度中等、韧性中等。含云母、有机质，局部夹薄层粉砂性土；无摇振反应、切面有光泽、干强度高、韧性高。含云母、有机质及半腐植物；夹少量泥钙质结核；夹薄层粉土，局部呈互层状；无摇振反应、切面稍有光泽、干强度中等、韧性中等。含云母、有机质，局部夹薄层粘性土，局部呈互层状；摇振反应稍迅、切面无光泽、干强度低、韧性低含云母、有机质及半腐植物；夹少量泥钙质结核；夹薄层116、粉土，局部呈互层状；无摇振反应、切面稍有光泽干强度中等韧性中等含铁锰质结核及少量有机质；局部夹薄层粉土；无摇振反应、切面稍有光泽、干强度中等、韧性中等。含云母及氧化铁锈斑，夹薄层粘性土；摇振反应迅速、切面无光泽、干强度低、韧性低。含云母、石英及长石等矿物质颗粒，局部夹薄层粘性土。滨海河口滨海浅海滨海浅海滨海、沼泽滨海、沼泽滨海、沼泽河口湖泽河口滨海河口滨海1.303.2010.3016.5020.3024.4025.4027.5033.0040.002.951.05-6.05-12.25-16.05-20.15-21.15-23.25-28.75-35.751.301.907.106.203.117、804.101.002.105.507.00fQ43Q42Q41Q320.015.272.312.50.014.879.16.10.020.873.26.00.059.436.93.70.068.428.63.00.075.620.93.50.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.2118、5-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25mm%0.25-0.075mm%0.075-0.005mm%0.25119、mm%0.25-0.075mm%0.075-0.005mm%0.005mm%34.41.862.730.9715.31817.50.474.1739.61.812.721.1013.71317.00.693.0646.91.752.731.2915.91412.50.952.4213.043.71.772.731.2215.71513.00.762.9348.81.732.741.3618.91111.50.992.3850.11.722.741.3919.11210.51.192.0142.61.782.741.2018.51613.00.782.8039.71.802.741.1317.5120、1916.00.653.2633.11.862.710.941327.00.286.8832.61.862.720.9413.21822.50.454.2924.62.002.730.7016.23916.00.285.9829.11.922.700.82631.50.1611.2327.71.932.700.79532.50.1412.4625.21.962.690.72135.50.1016.5426.91.942.690.76334.50.1214.6426.31.952.690.74235.00.1214.9912.0024.00标34.4545.50标55.9568.00711.00121、814.00917.001020.00标1121.151222.00标1322.451424.501526.501629.001732.001835.001937.502039.70.34.455.0.55.954.0.1121.15 18.0.1322.45 10.0010203040击G32 钻孔柱状图工程编号:K118-2013-3分图编号:3-15上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日 1 3 夹 夹 1 2 粉质粘土 粘质粉土 淤泥质粉质粘土 粘质粉土 淤泥质粉质粘土 淤泥质粘土 粉质粘土 粘质粉土 粉质粘土 粉质粘土 砂质粉土 粉砂 粉质粘122、土土层编号土层名称ps(MPa)场地平均值 比贯入阻力ps(MPa)及埋藏深度H(m)(自天然地面算起)静力触探分层参数表 工程编号:K118-2013-3分图编号:4上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日平均值子样数最大值均方差最小值 变异系数0.821.110.72130.110.131.642.551.37100.390.220.430.500.4231.441.811.3430.510.670.47150.060.110.540.720.44150.060.100.791.000.69130.080.093.275.602.64130.830.123、221.041.690.82150.210.172.953.532.75150.220.077.5211.495.66151.810.2012.8417.6911.57142.020.152.011Hps孔号:C1标高:4.371.032.203.200.513.209.800.589.8017.101.0017.1021.105.6021.1023.901.4623.9024.803.2424.8027.4011.4927.4033.2014.4633.2040.00Hps孔号:C2标高:3.990.961.802.802.052.804.800.624.809.200.649.2014.9124、01.1614.9025.103.2225.1027.0010.3227.0035.502.0135.5040.00Hps孔号:C3标高:3.781.371.803.300.503.308.900.608.9017.300.9817.3025.603.3225.6026.8010.4026.8034.2013.5334.2040.00Hps孔号:C4标高:3.800.841.002.201.822.203.500.593.508.800.448.8015.800.6915.8020.002.6420.0024.300.8224.3025.502.7525.5027.7010.0127.7033125、.7012.6833.7040.00Hps孔号:C5标高:3.560.781.802.302.152.303.300.533.309.300.649.3016.000.9116.0021.104.1521.1023.701.2023.7024.403.1024.4026.8010.2326.8033.5012.4233.5040.00Hps孔号:C6标高:4.120.962.103.202.033.203.900.573.909.000.639.0017.000.9717.0021.503.6521.5024.201.6924.2025.203.2125.2027.5011.4427.5033126、.7017.6933.7040.00Hps孔号:C7标高:3.970.721.902.602.422.603.700.503.708.100.668.1016.100.9116.1020.702.6420.7024.101.3624.1024.703.4324.7027.2010.0227.2030.8017.6130.8040.00Hps孔号:C8标高:3.900.941.502.701.862.704.000.514.009.300.729.3016.300.9616.3021.002.8221.0024.001.1524.0025.203.5325.2028.0010.3628.0032127、.6016.9932.6040.00Hps孔号:C9标高:3.740.881.302.402.552.403.400.543.409.100.699.1015.700.8315.7020.303.7320.3024.401.2424.4026.202.9026.2028.808.2428.8033.0013.3933.0040.00Hps孔号:C10标高:4.021.011.203.001.463.003.900.503.909.400.659.4016.800.8516.8020.103.8420.1024.701.2124.7025.403.4525.4027.2011.4127.2033128、.5015.3733.5040.00Hps孔号:C11标高:4.071.111.702.700.672.708.800.668.8016.400.9516.4020.304.1420.3025.201.2225.2026.002.9226.0028.209.9628.2033.8014.6333.8040.00Hps孔号:C12标高:4.050.981.502.701.412.704.500.614.509.000.719.0016.000.8916.0020.104.5220.1025.001.4925.0026.602.8526.6029.805.6629.8035.1012.8335.1129、040.00Hps孔号:C14标高:4.300.931.502.200.422.204.101.814.106.100.476.109.400.669.4016.000.8916.0021.304.4921.3023.201.2323.2025.603.1825.6028.007.2328.0034.8012.0734.8040.00Hps孔号:C15标高:3.980.501.703.601.483.605.600.505.609.600.679.6016.100.8916.1020.704.7520.7022.001.1522.0024.803.0724.8027.406.6827.4034130、.6011.5734.6040.00Hps孔号:C16标高:4.000.751.202.200.422.203.301.343.305.500.495.509.100.679.1016.100.8616.1020.303.8420.3021.801.4721.8024.603.1824.6027.307.2227.3034.1012.1234.1040.00土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线 1 夹 1 2素填土粉质粘土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂2.203.209.8017.1131、021.1023.9024.8027.4033.2040.002.171.17-5.43-12.73-16.73-19.53-20.43-23.03-28.83-35.632.201.006.607.304.002.800.902.605.806.801.571.030.510.581.005.601.463.2411.4914.46孔号C1标高4.37m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)132、ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-1上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线131素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粉质粘土砂质粉土粉质粘土1.802.804.809.2014.9025.1027.0035.5040.002.191.19-0.81-5.21-10.91-21.11-23.01-31.51-36.011.801.002.004.405.7010.201.908.504.501133、.540.962.050.620.641.163.2210.322.01孔号C2标高3.99m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-2上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线3134、12素填土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粉质粘土砂质粉土粉砂1.803.308.9017.3025.6026.8034.2040.001.980.48-5.12-13.52-21.82-23.02-30.42-36.221.801.505.608.408.301.207.405.802.561.370.500.600.983.3210.4013.53孔号C3标高3.78m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638135、384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-3上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.002.203.508.8015.8020.0024.3025.5027.7033.7040.002.801.600.30-5.00-12.00-16.20-20.50-21.70-23.90-29.90-3136、6.201.001.201.305.307.004.204.301.202.206.006.302.290.841.820.590.440.692.640.822.7510.0112.68孔号C4标高3.80m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-4上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月2137、2日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.802.303.309.3016.0021.1023.7024.4026.8033.5040.001.761.260.26-5.74-12.44-17.54-20.14-20.84-23.24-29.94-36.441.800.501.006.006.705.102.600.702.406.706.502.090.782.150.530.640.914.151.203.1010.138、2312.42孔号C5标高3.56m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-5上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质139、粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂2.103.203.909.0017.0021.5024.2025.2027.5033.7040.002.020.920.22-4.88-12.88-17.38-20.08-21.08-23.38-29.58-35.882.101.100.705.108.004.502.701.002.306.206.302.220.962.030.570.630.973.651.703.2111.4417.69孔号C6标高4.12m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181140、820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-6上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.902.603.708.1016.1020.7024.1024.7027.2030.8040.002.071.370.27-4.1141、3-12.13-16.73-20.13-20.73-23.23-26.83-36.031.900.701.104.408.004.603.400.602.503.609.202.570.722.420.500.660.912.641.363.4310.0217.61孔号C7标高3.97m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-142、7上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.502.704.009.3016.3021.0024.0025.2028.0032.6040.002.401.20-0.10-5.40-12.40-17.10-20.10-21.30-24.10-28.70-36.101.501.201.305.307.004.703.001.202.804.607.4143、05.090.941.860.510.720.962.821.153.5310.3616.99孔号C8标高3.90m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-8上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯144、 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.302.403.409.1015.7020.3024.4026.2028.8033.0040.002.441.340.34-5.36-11.96-16.56-20.66-22.46-25.06-29.26-36.261.301.101.005.706.604.604.101.802.604.207.001.450.882.550.540.690.833.731.242.908.2413.39孔号C9标高3.74m孔深40.00m比例1:200024681012141618145、202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-9上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.203.003.909.4016.8020.1024146、.7025.4027.2033.5040.002.821.020.12-5.38-12.78-16.08-20.68-21.38-23.18-29.48-35.981.201.800.905.507.403.304.600.701.806.306.503.221.011.460.500.650.853.841.213.4511.4115.37孔号C10标高4.02m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps147、(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-10上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线1夹12素填土粉质粘土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.702.708.8016.4020.3025.2026.0028.2033.8040.002.371.37-4.73-12.33-16.23-21.13-21.93-24.13-29.73-35.931.701.006.107.60148、3.904.900.802.205.606.201.751.110.670.660.954.141.222.929.9614.63孔号C11标高4.07m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-11上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(149、m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线13夹12素填土粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.502.704.509.0016.0020.1025.0026.6029.8035.1040.002.551.35-0.45-4.95-11.95-16.05-20.95-22.55-25.75-31.05-35.951.501.201.804.507.004.104.901.603.205.304.903.420.981.410.610.710.894.521.492.855.6612.83孔号C12标高4.05m孔深40.00m150、比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-12上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线1夹夹12素填土粉质粘土淤泥质粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土151、粉砂1.502.204.106.109.4016.0021.3023.2025.6028.0034.8040.002.802.100.20-1.80-5.10-11.70-17.00-18.90-21.30-23.70-30.50-35.701.500.701.902.003.306.605.301.902.402.406.805.203.990.930.421.810.470.660.894.491.233.187.2312.07孔号C14标高4.30m孔深40.00m比例1:2000246810121416182022242628302244668810101212141416161818152、20202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-13上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线夹夹12素填土淤泥质粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.703.605.609.6016.1020.7022.0024.8027.4034.6040.002.280.38-1.62-153、5.62-12.12-16.72-18.02-20.82-23.42-30.62-36.021.701.902.004.006.504.601.302.802.607.205.403.450.501.480.500.670.894.751.153.076.6811.57孔号C15标高3.98m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号154、:5-14上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日土层编号土层名称层底深度(m)层底标高(m)厚度(m)平均值Ps(MPa)深度(m)比 贯 入 阻 力 曲 线1夹夹12素填土粉质粘土淤泥质粉质粘土粘质粉土淤泥质粉质粘土淤泥质粘土粉质粘土粘质粉土粉质粘土粉质粘土砂质粉土粉砂1.202.203.305.509.1016.1020.3021.8024.6027.3034.1040.002.801.800.70-1.50-5.10-12.10-16.30-17.80-20.60-23.30-30.10-36.001.201.001.102.203.607.00155、4.201.502.802.706.805.903.550.750.421.340.490.670.863.851.473.187.2212.12孔号C16标高4.00m孔深40.00m比例1:200024681012141618202224262830224466881010121214141616181820202222242426262828303032323434363638384040ps(MPa)ps静力触探测试成果图表工程编号:K118-2013-3分图编号:5-15上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:2013年10月22日0.8540.8340.8140.156、7940.7740.7540.734e0100200300p(kPa)PkPae aMPa EsMPa-100.874500.8340.7882.3791000.8060.5663.3132000.7670.3924.7814000.7160.2547.382 土层层号:土层名称:垂直(cm):土样数:1 粉质粘土0.0200270.8730.8600.8470.8350.8220.8100.797e0100200300p(kPa)PkPae aMPa EsMPa-100.885500.8570.5593.3701000.8380.3854.9012000.8140.2358.0214000.157、7860.142 13.268 土层层号:土层名称:垂直(cm):土样数:3 粘质粉土0.0125201.1261.0861.0471.0070.9680.9280.889e0100200300p(kPa)PkPae aMPa EsMPa-101.166251.1161.9971.084501.0711.7771.2191001.0091.2431.7432000.9360.7292.9704000.8530.4165.208 土层层号:土层名称:垂直(cm):土样数:淤泥质粉质粘 土0.0396570.8280.8180.8090.8000.7900.7810.771e0100200300p158、(kPa)PkPae aMPa EsMPa-100.837500.8170.4014.5831000.8040.2716.7792000.7860.176 10.4294000.7630.114 16.066 土层层号:土层名称:垂直(cm):土样数:夹 粘质粉土0.009451.2721.2231.1741.1251.0761.0260.977e0100200300p(kPa)PkPae aMPa EsMPa-101.322251.2642.2931.012501.2161.9411.1961001.1431.4511.6002001.0480.9542.4344000.9330.5744.159、048 土层层号:土层名称:垂直(cm):土样数:淤泥质粘土0.0492661.0340.9970.9600.9230.8870.8500.813e0100200300400500p(kPa)PkPae aMPa EsMPa-101.071501.0101.2161.7021000.9670.8542.4252000.9100.5743.6104000.8350.3765.5046000.7800.2757.542 土层层号:土层名称:垂直(cm):土样数:粉质粘土0.036849土层压缩曲线图表 工程编号:K118-2013-3分图编号:6-1上海海洋地质勘察设计有限公司工程审核人:工程负责160、人:日期:2013年10月22日0.8920.8790.8660.8530.8400.8270.814e0100200300p(kPa)PkPae aMPa EsMPa-100.905500.8780.5453.4961000.8580.3914.8712000.8340.2477.7224000.8030.154 12.339土层层号:土层名称:垂直(cm):土样数:夹粘质粉土0.0130270.6640.6470.6300.6140.5970.5800.563e0100200300400500600700p(kPa)PkPae aMPa EsMPa-100.681500.6570.4823161、.4881000.6390.3524.7732000.6150.2367.1144000.5850.154 10.9256000.5630.106 15.8628000.5480.075 22.469土层层号:土层名称:垂直(cm):土样数:粉质粘土0.0167340.7770.7670.7560.7450.7340.7230.713e0100200300400500600700p(kPa)PkPae aMPa EsMPa-100.788500.7720.3235.5441000.7610.2317.7582000.7450.151 11.8574000.7270.095 18.8506000162、.7130.066 27.2528000.7030.052 34.295土层层号:土层名称:垂直(cm):土样数:1砂质粉土0.0108470.7120.7040.6960.6880.6790.6710.663e0100200300400500600700p(kPa)PkPae aMPa EsMPa-100.721500.7070.2626.5611000.6990.1739.9332000.6880.107 16.0594000.6740.071 24.2096000.6640.051 33.5588000.6560.040 42.763土层层号:土层名称:垂直(cm):土样数:2粉砂0.0163、082600.8540.8290.8030.7770.7510.7260.700e0100200300400500600700p(kPa)PkPae aMPa EsMPa-100.880500.8440.7252.5941000.8180.5223.6022000.7820.3535.3234000.7360.2358.0096000.7020.169 11.1258000.6770.125 15.010土层层号:土层名称:垂直(cm):土样数:粉质粘土0.02586土层压缩曲线图表工程编号:K118-2013-3分图编号:6-2上海海洋地质勘察设计有限公司工程审核人:工程负责人:日期:201164、3年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G1-12.50-2.80-24.50-4.80-37.00-7.30-410.00-10.30-513.00-13.30-616165、.00-16.30-719.00-19.30-822.00-22.30-925.00-25.30-1027.00-27.30-1129.00-29.30-1231.00-31.30-1334.00-34.30-1437.00-37.30-1539.70-40.00G2-12.00-2.30-23.50-3.80-36.00-6.30-49.00-9.30-512.00-12.30-615.00-15.30-718.00-18.30-821.00-21.30-标921.45-21.75-1024.00-24.30-标1124.45-24.75-1226.00-26.30-1328.00-28.3166、0-标1428.45-28.75-1530.50-30.80-标1630.95-31.25-1733.00-33.3015.214.820.859.468.475.68.617.012.824.26.613.832.627.840.49.27.911.111.79.77.58.38.67.99.38.77.213.111.314.456.264.355.122.815.712.661.652.957.950.264.361.844.248.837.36.96.97.02.43.20.87.48.06.83.87.36.66.06.55.112.56.16.03.73.03.514.113.51167、4.612.513.110.64.15.62.829.543.242.239.753.548.244.733.639.324.730.128.425.525.623.831.647.441.242.051.047.144.432.533.024.329.326.725.61.921.781.791.811.701.741.771.861.822.001.891.921.951.961.971.891.741.801.791.721.751.761.871.862.011.911.941.952.732.732.732.732.742.742.752.712.742.732.702.702.69168、2.692.692.732.732.732.732.742.742.742.712.712.732.712.702.70969999989999989698969595949593969999989999979695969594940.8411.1961.1691.1071.4741.3341.2480.9471.0970.7020.8590.8060.7310.7240.6900.9011.3131.1421.1661.4051.3031.2480.9200.9380.6880.8350.7630.73936.237.838.336.843.342.845.842.135.637.438.5169、37.937.143.442.244.636.220.921.121.921.424.423.624.623.320.421.022.221.521.324.123.524.921.115.316.716.415.418.919.221.218.815.216.416.316.415.819.318.719.715.10.561.321.241.191.541.280.950.850.280.651.551.201.311.391.260.990.212.18E-061.69E-062.81E-062.22E-062014151217131940 7 2 0201315111612133711170、 5 418.516.018.011.015.026.017.019.029.035.536.017.014.016.012.014.028.026.020.029.030.532.00.380.840.721.240.990.820.280.630.240.190.150.110.110.100.460.950.681.110.900.860.260.280.220.220.150.134.832.613.012.002.372.746.883.317.109.9611.8615.9616.3817.024.142.443.132.162.572.627.296.867.638.2111.6171、112.89灰黄色粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘土暗绿色粉质粘土草绿色砂质粉土草黄色砂质粉土草黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色粘质粉土暗绿色粉质粘土草绿色粘质粉土草绿色粘质粉土草黄色砂质粉土草黄色砂质粉土草黄色砂质粉土夹薄层粉砂夹腐植物夹粉砂夹薄层粉砂夹薄层粉砂夹腐植物夹薄层粉砂夹粉砂夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表 工程编号:K118-20172、13-3分图编号:7-1上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G2-标1833.45-33.75-标19173、35.65-35.95-2037.50-37.80-标2137.95-38.23-2239.70-40.00G3-11.50-1.80-23.00-3.30-34.50-4.80-47.00-7.30-510.00-10.30-613.00-13.30-716.00-16.30-819.00-19.30-921.00-21.30-1023.00-23.30-1125.00-25.30-1226.50-26.80-1329.00-29.30-1431.00-31.30-1534.00-34.30-1636.00-36.30-1738.00-38.30-1839.70-40.00G4-11.00-174、1.30-22.50-2.80-标32.95-3.25-44.00-4.30-标54.45-4.75-66.00-6.30-79.00-9.30-812.00-12.3036.257.066.871.477.213.616.68.411.216.622.626.419.411.45.68.414.69.223.014.225.614.19.69.27.46.77.79.211.89.27.98.213.09.28.66.26.88.68.411.810.310.739.826.218.815.811.758.859.660.956.545.341.945.952.655.956.749.146175、.761.548.461.049.16.22.52.51.60.46.75.25.63.27.13.86.511.46.35.98.411.87.97.96.27.03.74.72.73.84.013.29.413.319.923.123.58.27.417.825.627.318.313.08.98.37.624.423.531.833.129.941.645.852.448.133.734.534.033.924.629.127.726.529.130.328.828.031.730.343.444.952.51.961.971.891.871.901.801.761.701.741.86176、1.851.861.852.011.911.921.971.931.911.921.941.881.901.781.771.702.692.692.732.712.702.732.732.742.742.712.722.732.722.732.702.702.722.732.732.722.722.712.702.732.732.7493929697959999999996969695979594979696959696969999990.7070.6860.9040.9290.8461.1481.2621.4561.3320.9480.9780.9670.9690.6920.8250.796177、0.7470.8260.8620.8250.7950.8980.8521.1991.2351.45836.438.437.843.442.834.834.434.435.933.836.837.434.133.537.438.143.721.421.721.524.523.821.420.220.820.620.921.421.420.820.121.722.024.415.016.716.318.919.013.414.213.615.312.915.416.013.313.415.716.119.30.691.191.491.481.280.980.970.960.260.430.500.178、560.600.591.381.421.46 0 21912 615161313181740 6 52721231812 7141535.535.018.027.529.017.015.012.026.521.022.019.530.031.024.024.525.020.028.529.515.016.00.110.100.440.270.210.670.871.210.970.280.450.430.410.240.170.160.290.320.350.330.330.260.200.811.2016.0616.564.287.058.653.202.602.032.406.874.35179、4.554.797.1110.6311.456.125.625.315.555.497.429.222.702.05草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色粘质粉土灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘质粉土灰色粉质粘土灰色粉质粘土灰色粉质粘土暗绿色粉质粘土灰-灰绿砂质粉土灰-灰绿砂质粉土灰-灰绿粉质粘土灰色粉质粘土灰色粉质粘土灰色粉质粘土灰黄色粉质粘土灰色粘质粉土灰色砂质粉土灰色砂质粉土灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹粉砂夹薄层粉砂夹薄层粉180、砂夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-2上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性181、指标界限含水量渗透系数固结快剪直剪试验固结试验G4-915.00-15.30-1018.00-18.30-标1118.45-18.75-标1219.45-19.75-1320.00-20.30-1422.00-22.30-1524.00-24.30-1626.00-26.30-1728.00-28.30-标1828.45-28.75-标1930.15-30.45-2032.00-32.30-标2132.45-32.75-标2234.15-34.45-2335.00-35.30-2437.00-37.30-2538.50-38.80-2639.70-40.00G5-11.50-1.80-23.0182、0-3.30-标33.45-3.75-45.00-5.30-57.00-7.30-610.00-10.30-713.00-13.30-816.00-16.30-919.00-19.30-标1019.45-19.75-1122.00-22.30-1225.00-25.30-标1325.45-25.75-1427.00-27.3012.419.626.215.211.85.215.011.615.422.628.424.813.217.617.414.811.613.221.418.632.453.810.48.911.26.78.26.59.79.110.012.015.410.48.19.11183、0.17.07.17.511.38.011.47.460.452.744.747.652.758.960.860.560.051.845.645.959.845.546.857.857.856.850.048.829.825.54.27.25.07.88.75.86.810.27.67.74.16.25.68.07.46.28.68.14.36.83.44.412.611.612.922.718.623.67.78.67.05.96.512.713.319.818.314.214.914.413.017.823.08.948.633.234.134.133.723.828.026.629.83184、4.829.931.327.533.343.641.054.251.942.632.934.233.423.41.741.861.861.851.862.011.921.941.901.831.901.891.951.861.781.801.691.711.791.861.851.872.022.742.712.722.722.722.732.702.702.712.742.722.722.732.712.732.732.742.742.732.712.722.722.7399969795969594949594959696969998999999959697961.3400.9410.961185、0.9720.9550.6810.8000.7620.8511.0180.8600.8900.7850.9421.2021.1391.5001.4341.1750.9360.9730.9400.66842.834.534.334.036.340.934.434.636.037.638.042.843.336.934.634.136.423.821.521.121.421.222.621.221.720.821.121.823.424.221.521.721.221.119.013.013.212.615.118.313.212.915.216.516.219.419.115.412.912.9186、15.31.310.970.980.980.170.670.660.740.441.361.191.591.451.370.970.950.152.65E-071.23E-073.35E-071.46E-07121317191739 6 51122232422131410151217184213.028.021.522.023.018.530.531.529.017.024.023.020.026.016.012.017.027.021.522.018.51.000.270.400.420.450.230.160.150.210.420.340.370.340.300.840.661.190.187、830.250.470.420.232.337.184.924.654.347.3010.9911.848.624.835.465.155.316.552.623.242.042.627.684.164.607.30灰色淤泥质粘土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色粉质粘土灰色粉质粘土灰色粉质粘土暗绿色粉质粘土灰-灰绿砂质粉土灰-灰绿砂质粉土灰-灰绿砂质粉土灰-灰绿砂质粉土灰-灰绿砂质粉土灰-灰绿粘质粉土灰-灰绿粘质粉土灰褐-灰黑粘土灰色粉质粘土灰色粉质粘土褐黄色粉质粘土灰色粘质粉土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色粘质粉土灰188、色粘质粉土灰色粉质粘土灰色粉质粘土灰色粉砂暗绿色粉质粘土夹薄层粉砂夹粉砂夹粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹薄层粉砂夹腐植物夹粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹粉砂夹粉砂夹薄层粘性土土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-3上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数I189、L温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G5-1529.00-29.30-标1629.45-29.75-1731.00-31.30-标1831.45-31.75-1934.00-34.30-标2034.45-34.75-2137.00-37.30-标2237.45-37.75-2339.70-40.00G6-12.00-2.30-23.50-3.80-36.00-6.30-48.00-8.30-511.00-190、11.30-614.00-14.30-717.00-17.30-820.00-20.30-923.00-23.30-1025.50-25.80-1127.50-27.80-1230.00-30.30-1332.00-32.30-1435.00-35.30-1537.50-37.80-1639.70-40.00G7-11.20-1.50-23.00-3.30-标33.45-3.75-45.00-5.30-57.00-7.30-610.00-10.3018.213.625.617.236.452.255.271.287.411.89.212.862.417.028.462.471.280.616.191、220.69.511.09.912.011.611.311.69.02.48.09.69.59.510.212.98.39.04.98.910.259.261.353.457.842.028.223.913.57.757.759.860.417.861.747.623.114.510.259.755.18.46.46.07.05.93.33.32.10.59.26.74.93.34.84.12.52.10.86.07.14.77.75.16.04.15.06.04.22.013.314.712.47.06.37.03.73.23.59.27.026.326.626.225.423.833.13192、3.246.346.045.749.247.833.132.127.523.428.127.325.324.423.128.428.942.238.848.31.951.941.951.951.961.871.861.751.761.761.731.741.861.871.922.021.921.931.951.961.971.941.911.791.821.742.702.702.702.692.682.732.712.732.732.732.742.742.712.712.692.732.702.702.692.692.692.732.702.732.732.749594959492969193、6999999999996959496959493939196959998990.7490.7620.7470.7300.6930.9430.9411.2821.2651.2601.3631.3270.9390.9140.7860.6680.8010.7810.7280.7070.6810.8070.8221.1691.0821.33536.437.938.338.543.442.835.936.138.636.842.821.321.821.922.524.224.020.521.121.721.623.515.116.116.416.019.218.815.415.016.915.219.194、30.781.521.471.451.301.270.190.491.211.131.282.27E-063.23E-052.54E-073.96E-042.20E-062.95E-064.55E-053.53E-075.75E-043.12E-06 6 5 4 2 2191313141112 342 6 221 617141030.531.032.035.537.020.026.514.515.012.027.034.517.531.035.522.030.016.018.012.00.140.150.140.110.090.470.290.910.871.040.980.290.250.1195、30.230.150.130.110.110.100.350.200.760.640.9612.0711.8412.8016.3617.934.156.742.502.622.272.386.717.5813.457.3212.2613.9015.5716.0917.105.129.332.853.262.42草绿色砂质粉土草绿色砂质粉土草黄色砂质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色细砂灰黄色粉质粘土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘质粉土灰色粘质粉土灰色粉砂暗绿色粉质粘土草绿色砂质粉土草黄色砂质196、粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂褐黄色粉质粘土灰色砂质粉土灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹少量粘性土土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-4上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20o197、CKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G7-713.00-13.30-816.00-16.30-919.00-19.30-1022.00-22.30-1125.00-25.30-1228.00-28.30-1331.00-31.30-标1431.45-31.75-1534.00-34.30-标1634.45-34.75-1737.00-37.30-标1837.45-37.71-1939.70-40.00G8-12.00-2.30-24.00-198、4.30-36.00-6.30-48.00-8.30-511.00-11.30-614.00-14.30-717.00-17.30-820.00-20.30-923.00-23.30-1026.00-26.30-1129.00-29.30-1232.00-32.30-1335.00-35.30-1437.50-37.80-1539.70-40.00G9-11.00-1.30-22.50-2.80-标33.15-3.4512.839.242.457.272.680.683.487.210.45.841.460.487.680.83.610.66.211.213.510.66.14.94.02.8199、8.26.512.310.52.37.26.113.061.639.738.125.116.110.310.37.747.464.238.424.06.78.767.864.36.75.12.93.63.21.91.50.86.66.03.82.42.31.54.34.112.74.83.13.52.02.30.81.527.417.54.12.71.11.818.28.047.338.536.931.436.826.727.526.724.823.831.639.943.138.948.040.734.938.033.336.023.827.625.824.123.626.630.21.75200、1.811.831.891.841.971.931.941.961.971.891.811.781.821.741.801.841.821.861.852.011.931.951.971.961.961.912.742.732.732.712.732.732.702.692.692.682.732.732.732.732.742.732.722.732.722.732.732.702.692.682.692.732.729997979698969595949396989898999895979598959594949195961.3061.0891.0420.8841.0300.7560.78201、40.7570.7130.6840.9011.1101.1951.0841.3311.1340.9941.0700.9491.0070.6810.7850.7350.6880.6960.7630.85443.538.838.137.736.236.537.439.037.844.137.135.238.533.838.236.135.833.724.322.122.021.721.221.121.422.221.424.721.421.722.021.022.121.020.621.319.216.716.116.015.015.416.016.816.419.415.713.516.512.202、816.115.115.212.41.200.980.930.940.370.681.161.241.071.201.230.980.970.960.860.190.390.722.57E-061.98E-069.13E-083.39E-073.40E-062.66E-061.28E-073.75E-071618121936 5 2 0 0201415111718191741 4 1 0 0221917.520.028.521.020.031.535.036.036.518.016.017.011.015.520.516.022.519.532.035.037.036.024.021.00.9203、40.620.580.240.540.280.150.110.100.100.420.660.810.630.970.760.510.610.450.490.230.140.110.100.100.300.382.443.383.537.933.736.3111.8015.5616.3817.434.583.182.723.292.412.823.913.384.304.077.4212.6215.9417.3416.515.804.84灰色淤泥质粘土灰色粉质粘土灰色粉质粘土灰色粘质粉土灰色粉质粘土草绿色粉质粘土灰绿-灰砂质粉土灰绿-灰砂质粉土灰绿-灰粉砂灰绿-灰粉砂灰黄色粉砂灰黄色粉砂灰黄色204、细砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色粉质粘土灰色粉质粘土灰色粉质粘土灰色粉质粘土草绿色粉质粘土灰绿-灰砂质粉土灰绿-灰粉砂灰黄色细砂灰黄色粉砂褐黄色粉质粘土灰黄色粉质粘土灰色砂质粉土夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-5上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g205、/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G9-45.00-5.30-58.00-8.30-611.00-11.30-714.00-14.30-817.00-17.30-920.00-20.30-1023.00-23.30-标1123.45-23.75-1226.00-26.30-1328.00-28.30-标1428.45-28.75-206、1530.00-30.30-标1630.45-30.75-1733.00-33.30-标1833.45-33.75-1936.00-36.30-标2036.45-36.75-标2138.15-38.41-2239.70-40.00G10-11.50-1.80-23.00-3.30-35.50-5.80-48.50-8.80-511.70-12.00-614.70-15.00-717.70-18.00-820.70-21.00-923.70-24.00-1027.00-27.30-1129.00-29.30-1231.00-31.30-1334.00-34.3015.224.613.818.82207、3.830.835.661.486.877.282.687.611.812.418.624.828.867.210.810.18.87.910.58.812.413.05.86.64.93.58.79.411.711.910.48.759.045.965.558.256.648.445.120.45.012.110.25.662.352.552.452.349.818.89.35.07.47.74.25.13.22.50.91.71.52.76.66.93.94.56.52.75.714.44.57.44.96.93.72.71.52.40.80.610.618.813.46.54.52.64208、3.844.249.347.739.036.729.224.727.326.627.024.523.827.831.140.140.549.348.038.233.328.823.828.627.526.21.771.761.731.751.811.831.912.001.931.941.941.971.981.941.891.811.801.731.741.821.861.912.011.921.931.942.732.732.752.752.732.732.702.732.702.702.702.682.682.732.712.732.732.752.742.732.722.712.732209、.702.702.6998989999979695969494959594959698989999979594959695941.2181.2371.3731.3211.0971.0390.8260.7020.7810.7620.7680.6940.6760.7980.8801.1131.1311.3731.3311.0730.9490.8270.6810.8080.7840.75038.539.046.345.939.538.335.836.337.439.746.243.538.934.235.821.822.324.624.222.922.220.521.521.722.924.524.210、122.321.420.716.716.721.721.716.616.115.314.815.716.821.719.416.612.815.11.321.311.141.080.970.900.270.431.171.051.141.230.960.930.212.75E-071.21E-073.39E-071.65E-071410121820 640 5 4 0 0221115101820 840 416.011.510.017.019.030.018.531.031.536.537.023.027.517.010.518.022.029.018.032.00.840.761.040.9211、70.640.590.180.240.150.140.130.100.090.320.250.640.741.010.990.630.470.220.230.150.140.122.632.952.282.403.283.4610.257.2112.2212.9113.4417.4617.845.617.623.302.882.352.363.294.178.437.4311.8612.4014.80灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粉质粘土灰色粉质粘土灰色砂质粉土灰色粘质粉土暗绿色粉质粘土灰绿-灰砂质粉土灰绿-灰砂质粉土草黄色砂质粉土草黄色砂质粉土草黄色砂质212、粉土灰黄色粉砂灰黄色细砂灰黄色粉砂灰黄色粉砂灰黄色细砂褐黄色粉质粘土灰黄-灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粉质粘土灰色粉质粘土灰色粘质粉土暗绿色粉质粘土草绿色砂质粉土草黄色砂质粉土灰黄色粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-6上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr213、孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G10-1437.00-37.30-1539.70-40.00G11-12.00-2.30-23.00-3.30-35.00-5.30-48.00-8.30-511.00-11.30-614.00-14.30-717.00-17.30-820.00-20.30-923.00-23.30-1025.50-25.80-112214、8.00-28.30-1230.50-30.80-1333.00-33.30-1436.50-36.80-1539.70-40.00G12-11.70-2.00-22.70-3.00-标33.15-3.45-标44.15-4.45-56.00-6.30-69.00-9.30-712.00-12.30-815.00-15.30-918.00-18.30-1021.00-21.30-标1122.65-22.95-1224.00-24.30-标1324.45-24.75-1426.00-26.3087.080.612.211.820.232.469.287.69.418.427.48.615.65.215、54.810.09.09.511.37.74.76.89.312.56.111.25.110.562.659.860.446.316.95.259.156.249.164.956.01.61.74.27.34.45.23.20.510.58.85.26.69.60.82.411.012.15.54.83.02.014.27.35.813.87.623.625.227.331.541.842.648.539.046.041.432.331.023.528.226.825.724.329.033.943.847.148.139.742.641.233.024.31.971.961.951.891.216、801.791.741.821.761.801.871.912.021.931.941.951.971.921.861.781.751.731.811.781.801.872.002.682.692.732.712.732.732.742.732.752.742.712.732.732.702.702.692.682.732.732.732.742.742.732.742.742.712.739394959699999998999895979696959494959699999898989896950.6810.7180.7820.8861.1511.1751.3381.0851.2811.1217、520.9170.8720.6690.7930.7650.7340.6910.8340.9651.2051.3031.3461.1071.1951.1490.9270.69736.137.438.142.737.345.643.536.535.835.937.038.140.743.437.943.143.436.220.921.221.723.421.824.924.121.320.920.821.622.023.524.321.923.924.121.415.216.216.419.315.520.719.415.214.915.115.416.117.219.116.019.219.31218、4.80.421.271.271.301.111.020.890.640.170.540.801.351.371.251.110.970.890.203.53E-052.57E-064.66E-053.92E-06 0 0221213121517122442 4 2 02317161112161617124036.536.023.027.514.011.017.016.028.021.519.032.035.036.019.518.015.012.010.517.014.015.027.518.00.100.100.310.240.690.770.980.620.850.680.260.350219、.220.150.140.110.090.360.470.800.951.000.660.820.650.240.2317.4016.585.807.733.142.832.393.352.683.197.375.317.4712.3112.9015.5817.885.034.142.742.442.343.202.663.318.057.22灰黄色细砂灰黄色粉砂褐黄色粉质粘土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色粘土灰色粘土灰色粘质粉土灰-灰褐粉质粘土暗绿色粉质粘土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色细砂褐黄-灰黄粉质粘土灰黄-灰粉质粘土220、灰色粘质粉土灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色粘土灰色粘土灰色砂质粉土灰色粘质粉土灰色砂质粉土暗绿色粉质粘土夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-7上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s221、温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G12-1528.50-28.80-标1630.15-30.45-1731.00-31.30-标1831.45-31.75-标1933.15-33.45-标2035.15-35.45-标2137.65-37.95-2239.70-40.00G13-13.00-3.30-标23.45-3.75-34.00-4.30-46.00-6.30-59.00-9.30-612.00-12.30-715.00222、-15.30-818.00-18.30-921.00-21.30-标1021.45-21.75-1124.00-24.30-标1224.45-24.75-1327.00-27.30-1429.00-29.30-标1529.45-29.75-1632.00-32.30-标1732.45-32.75-1835.00-35.30-标1935.45-35.75-标2037.65-37.95-2139.70-40.00G14-12.00-2.30-22.70-3.001.613.816.223.635.061.676.486.213.021.416.25.218.818.213.824.815.032.223、219.062.272.471.679.210.84.76.510.211.810.910.45.13.99.310.78.18.27.39.49.210.89.312.413.412.28.69.87.97.569.166.860.650.643.820.813.37.462.653.853.265.158.958.358.754.561.744.456.519.313.813.48.768.16.26.16.98.73.94.42.51.27.07.14.47.49.34.75.65.07.55.85.43.32.52.53.24.218.46.86.15.36.42.82.71.38.1224、7.018.114.15.79.412.74.96.55.25.73.02.72.71.09.425.727.724.229.637.640.846.948.747.342.631.029.823.527.726.925.524.432.529.51.981.931.961.901.831.801.741.731.751.781.891.902.011.931.941.951.971.881.902.722.702.682.702.722.732.742.742.742.742.712.702.732.702.702.692.692.732.70969593959898989899989695225、959595949496950.7270.7860.6980.8421.0451.1351.3131.3551.3061.1950.8780.8450.6770.7860.7660.7310.6990.9240.84033.433.137.243.442.643.143.536.336.520.620.621.424.223.024.424.321.121.512.812.515.819.219.618.719.215.215.00.401.361.231.181.311.220.950.160.734.35E-041.98E-067.69E-042.57E-0635 4 0 61312101226、712 542 5 4 0 019 622.032.036.530.018.011.012.015.028.530.516.531.532.035.536.018.029.50.260.150.100.200.570.650.981.080.930.770.240.170.230.150.140.110.100.420.206.7411.8117.439.123.613.292.352.182.472.877.7410.997.3612.0712.2115.8817.484.619.39草绿色粉质粘土草黄色砂质粉土草黄色砂质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色细砂灰色砂质227、粉土灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色砂质粉土灰色砂质粉土灰色粘质粉土暗绿色粉质粘土草绿色砂质粉土草黄色砂质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色砂质粉土夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-8上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.228、005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G14-33.70-4.00-47.00-7.30-510.00-10.30-613.00-13.30-716.00-16.30-819.00-19.30-922.00-22.30-1025.00-25.30-1128.00-28.30-1230.00-30.30-13229、33.00-33.30-1436.50-36.80-1539.70-40.00G15-12.50-2.80-23.50-3.80-36.00-6.30-49.00-9.30-512.00-12.30-615.00-15.30-718.00-18.30-821.00-21.30-923.00-23.30-1025.00-25.30-1127.00-27.30-1229.00-29.30-1332.00-32.30-1435.00-35.30-1537.50-37.80-1639.70-40.00G16-12.00-2.30-23.00-3.3022.69.213.815.638.662.475.230、67.610.418.212.65.822.269.280.888.613.88.98.56.38.411.29.06.87.48.28.46.45.610.17.77.22.19.255.962.448.560.440.621.111.964.656.757.251.170.357.616.99.56.959.73.65.66.610.14.34.22.66.710.54.87.75.34.13.20.51.65.59.014.324.85.55.33.33.113.714.211.422.213.06.03.02.00.811.829.240.748.239.642.041.232.735231、.023.528.026.425.323.832.931.743.841.850.248.345.133.231.834.424.028.726.525.925.622.732.632.21.911.801.741.811.791.801.871.852.021.921.941.951.961.871.881.781.791.721.741.771.861.871.852.011.921.941.951.961.981.881.872.702.732.742.732.742.742.712.722.732.702.702.692.692.732.712.732.732.742.742.752.232、712.712.722.732.712.702.692.692.682.732.71959899989898969796949493929696999899999996959696959495959296950.8261.1341.3341.1061.1741.1490.9230.9850.6690.8000.7590.7280.6990.9400.8981.2051.1631.3931.3351.2540.9410.9100.9760.6840.8170.7610.7370.7240.6610.9260.91636.742.537.341.842.835.236.436.537.938.34233、3.442.345.734.636.236.521.323.721.723.523.721.621.321.421.522.024.224.024.421.821.121.115.418.815.618.319.113.615.115.116.416.319.218.321.312.815.115.41.261.301.151.010.920.990.150.761.361.211.351.330.970.980.190.758.59E-042.54E-063.75E-059.87E-043.27E-064.55E-05 514111317121743 5 4 2 01913151110171234、2193911 2 0181230.015.012.016.516.027.522.520.030.532.535.536.018.028.016.012.511.015.028.521.518.529.035.036.520.027.50.180.650.970.640.800.650.250.500.230.160.140.110.100.450.260.781.100.850.260.470.230.140.130.110.100.100.420.279.923.302.413.292.703.297.773.977.3211.5112.4215.5716.554.277.372.842235、.172.647.207.214.217.4712.5813.5715.1716.4917.444.626.99灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色粘土灰色粘土灰色粘质粉土灰色粉质粘土草绿色粉质粘土草黄色砂质粉土草黄色砂质粉土草黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘质粉土灰色粉质粘土暗绿色粉质粘土草绿色粘质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色细砂灰黄色粉质粘土灰黄-灰色粘质粉土夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹腐植物夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹236、薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-9上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪237、直剪试验固结试验G16-标33.45-3.75-标44.15-4.45-57.00-7.30-610.00-10.30-713.00-13.30-816.00-16.30-919.00-19.30-1022.00-22.30-标1122.45-22.75-1224.00-24.30-标1324.45-24.75-1425.50-25.80-1527.50-27.80-1629.50-29.80-标1729.95-30.25-标1832.15-32.45-1933.50-33.80-标2035.15-35.45-2137.00-37.30-标2237.45-37.75-2339.70-40.00238、G17-11.00-1.30-22.50-2.80-标32.95-3.25-标43.65-3.95-55.00-5.30-67.50-7.80-710.00-10.30-812.00-12.30-915.00-15.30-1018.00-18.30-1120.00-20.307.817.45.612.29.65.816.821.018.236.857.066.472.880.412.817.29.47.68.59.49.48.34.810.512.012.213.49.69.79.56.47.610.09.364.251.664.659.060.663.753.351.959.741.725.239、216.613.58.961.851.859.37.98.16.76.89.36.46.27.75.03.53.22.71.90.84.58.18.012.514.413.712.612.219.313.27.44.94.65.04.62.33.513.312.914.042.648.541.347.145.432.632.936.423.628.226.925.123.926.631.441.838.847.939.651.440.833.61.791.741.801.751.771.871.861.852.011.931.931.951.961.961.891.791.821.741.81240、1.721.801.862.732.742.732.742.752.712.712.732.732.712.702.692.692.732.722.732.732.742.732.752.742.71999999999996959895969493929596989899989998961.1751.3381.1431.3031.2590.9220.9361.0130.6790.8000.7750.7260.7000.7630.8911.1631.0821.3291.1061.4211.1430.94737.842.638.343.346.333.238.336.535.933.637.838241、.243.137.645.842.621.423.322.023.824.820.722.321.420.720.921.521.823.521.524.324.416.419.316.319.521.512.516.015.115.212.716.316.419.616.121.518.21.291.311.181.190.960.880.150.390.831.251.041.241.121.260.902.27E-061.31E-062.63E-061.66E-06151014171113204211 6 2 123181715121413181417.012.017.515.027.5242、26.523.019.029.531.035.536.021.020.015.017.010.016.511.016.026.00.800.950.930.830.260.270.470.220.230.150.110.100.320.400.800.661.010.641.090.670.292.712.462.462.727.437.224.317.577.9511.8415.9817.075.584.672.723.142.303.302.223.206.79灰色粘质粉土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘质粉土灰色粘质粉243、土灰色粉质粘土灰色粉质粘土暗绿色粉质粘土草绿色粘质粉土草绿色砂质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉砂褐黄色粉质粘土灰黄色粉质粘土灰黄色粘质粉土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土夹薄层粉砂夹粉砂夹腐植物夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹薄层粉砂夹粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-10上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-244、0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G17-标1220.45-20.75-标1322.15-22.45-1424.00-24.30-标1524.45-24.75-1626.00-26.30-1728.00-28.30-标1828.45-2245、8.75-标1930.15-30.45-2032.00-32.30-标2132.45-32.75-标2234.15-34.45-标2336.15-36.45-标2438.15-38.45-2539.70-40.00G18-11.50-1.80-23.00-3.30-36.00-6.30-48.00-8.30-511.00-11.30-613.00-13.30-716.00-16.30-819.00-19.30-922.00-22.30-1025.00-25.30-1126.70-27.00-1228.50-28.80-1331.00-31.30-1434.00-34.30-1537.00-37246、.30-1639.70-40.00G19-11.50-1.8013.818.812.216.46.210.425.222.433.661.876.880.275.812.610.413.815.020.463.259.672.28.310.010.012.34.810.410.09.39.79.66.54.86.57.611.08.17.310.110.412.25.960.160.562.160.962.861.450.257.847.323.012.910.314.164.262.963.659.959.019.820.516.35.03.24.24.57.14.48.44.13.93.8247、0.91.52.56.56.87.55.62.92.52.62.512.87.511.55.919.113.46.26.45.51.82.93.21.19.18.97.012.27.64.15.13.130.234.124.027.024.229.431.339.642.748.447.345.641.330.428.831.328.128.226.225.524.427.81.901.862.011.931.961.921.891.811.791.741.751.761.801.901.911.911.931.921.941.951.961.942.712.722.722.702.692.7248、32.702.732.732.742.742.752.742.702.702.732.712.702.692.692.692.73959796949296979899999998989695979595949493950.8570.9610.6780.7770.7050.8400.8761.1061.1761.3371.3061.2751.1510.8530.8210.8770.7990.8030.7500.7310.7070.79835.133.035.837.138.443.142.845.343.336.437.521.720.720.721.722.123.423.824.824.22249、1.521.513.412.315.115.416.319.719.020.519.114.916.00.930.270.581.161.261.271.241.010.900.660.394.63E-049.13E-085.27E-076.75E-041.25E-076.77E-07112131 4 020 7151612111619 42511 5 3 22329.022.025.532.036.021.029.517.015.510.012.015.017.031.023.029.531.534.535.520.50.210.460.230.150.110.380.210.670.760250、.960.920.880.670.200.180.360.220.160.120.110.110.348.734.267.2911.9515.964.848.833.122.872.432.522.593.239.1810.245.228.1310.9714.4215.2115.665.31灰色粘质粉土灰色砂质粉土灰色粘质粉土灰色砂质粉土灰-灰褐粉质粘土灰绿粉质粘土灰绿-灰粘质粉土灰色砂质粉土灰色砂质粉土灰色砂质粉土灰色粉砂灰色粉砂灰色粉砂灰色粉砂灰黄色粉质粘土灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘土灰色砂质粉土灰色砂质粉土灰-灰褐粉质粘土灰251、绿色粘质粉土灰色砂质粉土灰色粉砂灰色粉砂灰色粉砂褐黄色粉质粘土夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-11上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量E252、s0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G19-23.50-3.80-36.00-6.30-49.00-9.30-512.00-12.30-615.00-15.30-718.00-18.30-821.00-21.30-923.00-23.30-1026.00-26.30-1128.00-28.30-1230.00-30.30-1333.00-33.30-1436.00-36.30-1538.00-38.30-1639.70-40.00G20-11.20-1.50-23.00-3.30-标33.45-3.75-45.00-5253、.30-58.00-8.30-611.00-11.30-714.00-14.30-817.00-17.30-920.00-20.30-标1020.65-20.95-1122.50-22.80-标1222.95-23.25-1325.00-25.30-标1425.45-25.75-1527.00-27.30-1629.50-29.80-标1729.95-30.2511.612.87.415.830.418.672.873.488.48.613.816.212.219.416.623.822.633.07.38.29.58.910.912.86.97.63.76.57.410.410.38.812254、.411.611.614.952.246.761.653.847.857.714.113.85.458.258.454.158.156.755.953.555.844.07.713.27.46.85.66.22.52.51.27.06.15.06.85.86.54.24.03.021.219.114.114.75.34.73.72.71.319.714.314.312.69.38.66.96.05.138.840.542.836.948.144.833.932.734.624.328.927.626.725.623.627.234.743.841.138.149.351.040.832.928255、.723.630.11.821.801.791.841.741.761.861.871.862.001.931.941.951.961.981.951.861.771.801.831.731.711.791.871.922.011.902.722.732.732.722.752.752.712.712.732.732.702.702.692.692.682.732.722.732.732.732.742.742.742.712.702.732.709898999899989796979597969695949597989898999897969695961.0741.1311.1781.024256、1.3411.2630.9510.9230.9760.6970.8030.7760.7480.7240.6730.7810.9701.2181.1401.0601.3651.4201.1550.9260.8100.6790.84934.338.538.135.646.445.037.635.837.034.138.737.935.945.042.341.935.820.521.821.322.024.923.821.920.421.720.622.121.420.425.124.023.420.213.816.716.813.621.521.215.715.415.313.516.616.51257、5.519.918.318.515.61.331.121.281.101.080.990.810.250.361.041.311.191.141.221.480.940.222.18E-061.10E-072.22E-061.30E-072.31E-061.33E-072.86E-061.73E-07141615111416142338 6 5 2 024171613121812 640 717.015.017.512.013.025.026.518.019.031.532.035.037.021.519.015.016.511.015.527.030.518.530.00.580.680.6258、90.560.960.840.280.270.490.270.150.150.110.110.100.320.460.810.680.600.991.200.790.270.170.240.193.603.143.173.642.442.706.887.194.056.2411.7512.1015.6116.3617.185.564.262.723.163.432.392.012.747.1710.636.999.62灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘质粉土灰色粉质粘土草绿色粉质粘土草绿色砂质粉土草黄色砂质粉土灰黄色259、粉砂灰黄色粉砂灰黄色细砂褐黄色粉质粘土灰黄色粉质粘土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘质粉土灰色砂质粉土灰色砂质粉土灰色砂质粉土暗绿色粉质粘土草绿色砂质粉土草绿色砂质粉土夹薄层粉砂夹薄层粉砂夹腐植物夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹腐植质及钙核夹粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-12上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%260、0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G20-1832.00-32.30-标1932.45-32.75-2035.00-35.30-标2135.45-35.75-2237.50-37.80-标2337.95-38.23-2439.70-40.00G21-11.70-2.00-2261、3.20-3.50-标33.65-3.95-44.20-4.50-标54.65-4.95-66.50-6.80-79.50-9.80-813.00-13.30-916.00-16.30-1019.00-19.30-标1119.45-19.75-标1221.45-21.75-1323.00-23.30-标1423.45-23.75-1525.00-25.30-标1625.45-25.75-1727.00-27.30-1828.50-28.80-标1928.95-29.25-2030.50-30.80-标2130.95-31.25-标2232.15-32.45-2334.00-34.30-标243262、4.45-34.75-标2536.15-36.4528.837.262.869.678.270.486.413.49.814.416.29.013.819.26.218.629.638.417.435.628.036.425.223.658.810.314.110.28.35.58.65.09.55.68.08.39.28.17.18.110.09.712.06.812.415.213.89.48.98.947.838.620.915.912.014.86.357.763.154.149.862.454.554.363.257.448.840.456.441.844.640.752.452.4263、25.25.94.23.03.20.83.81.56.96.98.66.98.09.27.29.35.66.83.16.94.46.12.37.67.73.67.25.93.13.03.52.40.812.514.614.918.811.414.412.213.28.45.16.112.55.86.16.85.47.43.527.526.125.324.229.233.230.639.046.648.348.734.131.829.323.622.926.927.61.931.951.961.971.931.871.901.821.741.741.731.861.881.912.012.021264、.951.932.702.692.692.682.732.712.712.732.732.742.752.712.712.702.732.732.702.709595959496979698989998979696959596950.7840.7400.7200.6900.8280.9300.8631.0851.3001.3351.3640.9540.9000.8280.6790.6610.7570.78536.733.637.238.141.444.435.736.321.820.621.721.423.824.320.821.014.913.015.516.717.620.114.915.265、30.501.121.511.391.210.190.123.80E-055.80E-05 5 1 2211211171311101410 63842 6 531.535.035.519.527.528.516.012.011.511.026.029.030.520.019.033.031.50.150.110.110.100.350.270.230.630.960.941.040.300.230.170.230.220.140.1512.0215.4915.7316.665.197.288.223.292.402.482.276.618.0910.707.157.4012.7511.90草黄266、色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色细砂褐黄色粉质粘土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色砂质粉土灰色砂质粉土灰色砂质粉土暗绿色粉质粘土草绿色粉质粘土草绿色粘质粉土草绿色砂质粉土草绿色砂质粉土草黄色砂质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-13上海海洋地质勘察设计有限公司试验审核267、人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G21-标2638.15-38.45-2739.70-40.00G22-11.00-1.30-22.5268、0-2.80-34.00-4.30-46.00-6.30-59.00-9.30-612.00-12.30-715.00-15.30-818.00-18.30-921.00-21.30-1024.00-24.30-1126.00-26.30-1228.00-28.30-1330.00-30.30-1433.00-33.30-1535.50-35.80-1638.00-38.30-1739.70-40.00G23-11.50-1.80-23.00-3.30-标33.45-3.75-标44.45-4.75-55.00-5.30-67.00-7.30-710.00-10.30-813.00-13.30269、-916.00-16.30-1019.00-19.30-标1121.15-21.45-1223.00-23.3062.458.416.29.213.839.031.635.055.662.472.014.219.212.219.419.69.29.614.18.210.68.313.615.115.28.89.66.89.811.38.48.19.28.222.822.253.154.555.336.142.141.926.522.916.159.950.160.053.156.155.91.90.88.06.38.63.94.94.54.22.43.65.16.36.74.95.911.93270、.34.514.519.414.07.46.33.44.92.71.511.013.112.714.59.214.826.326.334.531.642.640.141.448.633.932.628.523.222.828.726.826.325.625.229.532.831.438.139.951.447.838.533.61.951.951.851.881.781.791.801.731.861.871.922.022.021.921.941.951.961.961.931.871.881.821.801.711.731.801.862.692.722.732.712.732.732.271、732.742.722.712.702.732.732.702.702.692.692.692.732.712.712.732.732.742.752.732.719594969598969998969695959496959595949796959797999795960.7420.7620.9850.8971.1871.1371.1451.3540.9580.9220.8070.6650.6600.8100.7650.7420.7240.7180.8320.9250.8941.0711.1221.4261.3491.1010.94732.737.039.138.537.541.434.23272、5.636.237.737.238.341.846.738.720.721.122.721.721.424.021.520.420.721.620.621.723.424.122.212.015.916.416.816.117.412.715.215.516.116.616.618.422.616.50.470.841.211.101.241.410.980.180.140.491.051.101.521.050.992.27E-072.72E-072.67E-063.28E-073.00E-073.45E-06 21817121615101813 73849 6 5 2 0231210161273、0181635.523.017.527.515.517.011.519.026.530.520.017.531.032.535.536.520.527.029.016.011.515.025.00.110.290.540.250.800.680.661.000.490.260.170.220.230.170.160.110.110.110.360.270.230.630.681.191.030.680.3015.645.973.677.622.733.133.232.364.017.3910.597.417.1910.8311.1116.0416.3316.085.037.058.343.27274、3.132.042.273.116.41灰黄色粉砂灰黄色粉砂褐黄色粉质粘土灰黄色粉质粘土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色粉质粘土灰色粘质粉土灰色砂质粉土暗绿色粉质粘土草绿色粉质粘土草绿色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂褐黄色粉质粘土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粉质粘土灰色砂质粉土灰色粘质粉土夹粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹薄层粉砂夹粉砂夹腐植质及钙核夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号275、:7-14上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G23-标1323.45-23.75-标1425.15-276、25.45-1527.00-27.30-1629.00-29.30-标1729.45-29.75-1831.00-31.30-标1931.45-31.75-标2033.15-33.45-标2135.15-35.45-标2237.15-37.45-2339.70-40.00G24-12.00-2.30-24.00-4.30-36.00-6.30-48.00-8.30-511.00-11.30-614.00-14.30-717.00-17.30-820.00-20.30-922.00-22.30-1024.00-24.30-1125.50-25.80-1227.50-27.80-1329.50-2277、9.80-1431.50-31.80-1534.00-34.30-1637.00-37.30-1739.70-40.00G27-11.00-1.30-23.00-3.30-35.00-5.3016.619.211.618.415.416.820.433.857.878.210.85.89.213.010.26.412.69.466.475.636.48.67.38.77.67.98.811.214.19.95.49.25.78.17.79.07.010.17.19.86.211.958.648.757.255.759.554.057.341.926.112.252.265.060.154.75278、4.162.059.067.418.613.933.27.27.68.66.17.75.74.15.01.91.97.48.78.16.36.98.44.87.02.52.15.59.017.213.912.29.514.77.05.24.32.320.414.814.518.319.816.213.59.12.72.213.024.331.128.225.634.538.740.742.345.848.945.933.932.735.335.724.228.729.229.825.925.127.643.533.32.001.891.921.961.861.821.801.791.761.7279、31.751.861.871.841.832.001.931.921.901.951.961.941.781.862.732.712.702.692.732.722.732.732.732.742.752.712.712.722.722.732.722.712.702.692.692.732.732.719596959597989899999998979696959596969595949599960.6970.8800.8030.7240.9741.0731.1341.1701.2621.3581.2930.9510.9231.0001.0170.6950.8140.8240.8450.73280、70.7170.7961.2010.94233.036.936.634.036.337.438.343.944.936.036.237.633.235.539.020.520.221.220.520.921.721.824.423.722.523.021.220.620.222.512.516.715.413.515.415.716.519.521.213.513.216.412.615.316.50.250.861.351.291.311.451.261.050.950.960.180.640.481.272.31E-061.23E-072.86E-061.56E-07401110 1181281、315141014151217432510 6 323141218.028.530.036.017.018.017.013.011.513.025.527.020.017.525.028.530.035.522.013.026.50.250.230.180.110.490.590.690.720.871.060.950.280.270.490.510.250.310.210.180.110.100.340.890.286.888.069.8515.624.043.493.093.012.612.222.427.097.054.123.966.755.798.629.9815.9116.485.282、332.486.94灰色砂质粉土灰色粉质粘土灰绿色粉质粘土灰绿色粘质粉土灰绿色粘质粉土灰绿色砂质粉土灰绿色粘质粉土灰色砂质粉土灰色砂质粉土灰色粉砂灰色粉砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色粘土灰色粘质粉土灰色粘质粉土灰色粉质粘土灰色粉质粘土灰绿色粉质粘土灰绿色粉质粘土灰绿色粘质粉土灰色砂质粉土灰色粉砂灰色粉砂褐黄色粉质粘土灰色淤泥质粉质粘土灰色粘质粉土夹粉砂夹薄层粉砂夹粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹薄层粉砂夹粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-283、15上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G27-48.00-8.30-511.00-11.30-614284、.00-14.30-717.00-17.30-820.00-20.30-922.00-22.30-标1022.45-22.75-1124.00-24.30-1226.00-26.30-1327.50-27.80-标1429.15-29.45-1530.00-30.30-标1631.15-31.45-标1734.15-34.45-标1836.15-36.45-标1938.15-38.41-2039.70-40.00G28-12.00-2.30-24.00-4.30-36.00-6.30-49.00-9.30-512.00-12.30-615.00-15.30-718.00-18.30-821.0285、0-21.30-标921.45-21.75-1023.00-23.30-标1123.45-23.75-1225.00-25.30-1327.00-27.30-1429.00-29.30-标1529.45-29.7519.214.25.829.427.222.443.263.670.660.616.213.47.211.822.820.612.68.44.312.114.112.111.810.68.611.911.49.48.99.012.89.554.964.456.743.345.754.535.719.415.520.059.560.261.459.851.456.95.36.07.56286、.96.75.54.83.02.73.25.38.37.95.96.74.88.07.025.78.36.35.54.53.42.64.37.68.714.613.56.38.243.746.848.943.738.630.835.823.422.628.826.736.846.943.647.051.146.643.529.332.623.422.329.11.761.741.731.761.821.911.842.022.031.921.941.841.751.761.741.721.741.761.911.862.022.031.922.732.742.742.742.732.702.7287、32.732.732.702.692.732.732.732.742.752.742.742.702.712.732.732.7097989997989896969596959899979899989796959694961.2291.3121.3581.2371.0790.8491.0150.6680.6490.8110.7571.0301.2921.2271.3151.4161.3091.2340.8280.9320.6680.6450.81538.042.643.342.739.436.735.535.037.638.938.542.145.643.244.036.235.022.423288、.424.024.723.821.820.219.921.822.423.223.525.124.424.720.619.715.619.219.318.015.614.915.315.115.816.515.318.620.518.819.315.615.31.371.221.291.060.950.940.210.180.951.481.331.261.271.180.970.180.171513111518 8173948 6 217141412131214 6134048 613.012.012.013.016.030.020.017.018.531.534.016.012.013.0289、12.511.013.013.530.526.018.019.531.50.850.951.040.830.660.210.530.230.210.160.120.560.900.830.921.100.940.840.180.300.240.220.162.632.442.282.693.158.883.777.177.7310.9914.263.652.552.682.512.202.462.6610.436.436.847.4511.36灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粉质粘土灰色砂质粉土灰色砂质粉土灰色粉质粘土暗绿色粉质粘土草黄色粉质粘土草黄色砂质粉土草黄色砂290、质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色砂质粉土灰色砂质粉土灰色粘质粉土灰色粘质粉土暗绿色粉质粘土草黄色粉质粘土草黄色砂质粉土草黄色砂质粉土夹腐植质及钙核夹薄层粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-16上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005m291、m%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G28-1631.00-31.30-标1731.45-31.75-1834.00-34.30-1937.00-37.30-2039.70-40.00G29-12.00-2.30-24.00-4.30-标34.45-4.75-45.00-5.30-标55.45-5.75-68.0292、0-8.30-711.00-11.30-814.00-14.30-917.00-17.30-1020.00-20.30-1121.00-21.30-标1221.45-21.75-标1323.65-23.95-1425.50-25.80-1527.50-27.80-1630.50-30.80-1733.50-33.80-1836.50-36.80-1939.70-40.00G30-11.50-1.80-23.00-3.30-标33.65-3.95-44.20-4.50-标54.65-4.95-标65.65-5.95-77.00-7.3018.626.464.278.253.016.840.453293、.437.020.215.09.616.620.853.065.27.626.259.238.653.811.210.512.55.110.69.315.96.59.211.99.96.712.811.310.68.68.011.08.412.06.157.151.816.811.327.148.335.322.634.354.862.055.957.455.027.017.959.645.323.239.920.56.14.73.22.34.16.23.75.05.55.67.55.54.55.83.74.15.04.95.13.13.27.06.63.33.15.219.44.712.51294、4.07.55.622.38.77.15.74.219.812.64.16.416.427.628.325.227.433.837.230.842.747.449.843.639.528.624.022.930.127.828.226.333.336.828.238.81.931.931.961.931.861.841.891.791.741.721.771.811.922.012.031.911.931.931.941.881.831.931.802.702.692.692.692.732.722.692.732.742.742.742.742.702.732.732.702.702.692295、.692.732.722.692.7395979495969896999898989796969697959694979796960.7850.7880.7180.7760.9641.0280.8621.1761.3211.3861.2231.1120.8080.6840.6530.8390.7880.7870.7510.9361.0330.7871.10536.734.937.343.144.143.041.234.335.636.037.335.037.421.222.321.824.224.624.123.221.720.119.821.221.521.615.512.615.518.9296、19.518.918.012.615.516.216.113.515.80.811.181.351.231.291.030.910.250.190.751.131.09 5 4 2 21813111411121418 638 7 5 2 11912 51432.033.035.533.518.516.529.514.012.010.513.015.031.517.530.532.034.035.017.015.533.014.50.150.130.100.130.480.580.180.721.021.150.830.690.180.270.180.150.140.120.450.570.15297、0.6512.0613.9516.7213.644.103.4910.563.012.272.082.693.0510.116.3410.4511.7913.0014.894.293.5712.313.22草黄色砂质粉土草黄色砂质粉土草黄色粉砂灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色砂质粉土灰色含粘性土粉砂灰色粘质粉土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘土灰色砂质粉土灰色砂质粉土灰色粉质粘土暗绿色粉质粘土草黄色粉质粘土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色粘质粉土灰色粉砂灰色砂质粉土灰色含粘性土粉砂灰色淤泥质298、粉质粘土夹粉砂夹薄层粘性土夹粉砂夹薄层粉砂夹薄层粉砂夹粉砂夹薄层粘性土土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-17上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗299、粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G30-810.00-10.30-913.00-13.30-1016.00-16.30-1119.00-19.30-1220.70-21.00-标1321.15-21.45-标1423.15-23.45-1525.00-25.30-1627.00-27.30-标1729.65-29.95-标1832.15-32.45-标1934.65-34.95-标2037.15-37.45-2139.70-40.00G31-13.20-3.50-标24.15-4.45-34.70-5.00-标45.15-5.45-55.70-6300、.00-67.00-7.30-79.00-9.30-812.00-12.30-915.00-15.30-1018.00-18.30-1121.00-21.30-标1221.45-21.75-1324.00-24.30-1426.00-26.30-标1528.65-28.95-标1631.15-31.45-标1733.65-33.95-标1836.15-36.4522.619.215.824.832.851.865.259.29.226.635.454.432.232.228.87.810.618.230.260.611.910.79.79.917.811.99.912.29.311.512.9301、8.814.914.99.57.811.88.911.411.652.555.054.152.338.127.918.523.255.846.441.714.139.543.648.657.658.360.245.319.36.66.85.96.05.44.23.02.36.93.14.83.44.24.14.94.36.96.27.53.86.48.314.57.05.94.23.43.118.812.45.219.39.25.28.222.512.46.55.64.746.852.348.940.929.623.622.428.036.927.329.043.751.949.147.137302、.628.234.225.01.741.711.731.801.922.022.031.931.831.931.921.761.711.731.741.821.931.852.002.742.742.742.742.702.732.732.692.722.702.702.732.742.742.742.732.702.722.73989999989796959697949697999998969696971.3121.4401.3581.1450.8230.6700.6460.7841.0350.7810.8141.2291.4341.3611.3161.0640.7930.9730.7064303、2.444.643.042.235.136.234.838.543.643.041.938.635.636.223.925.124.423.820.220.521.522.524.224.023.322.221.920.418.519.518.618.414.915.713.316.019.419.018.616.413.715.81.241.391.320.930.230.121.161.331.431.321.280.940.900.2913111219 63749 213 6 71510121318 5173811.59.512.015.531.516.519.033.515.532.0304、31.013.09.011.012.019.032.020.516.50.971.201.030.700.170.240.210.130.540.150.170.831.211.030.930.620.150.480.292.382.032.303.0710.496.827.7513.223.7811.5110.832.692.012.282.503.3312.144.145.97灰色淤泥质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色砂质粉土灰色砂质粉土灰色粘质粉土暗绿色粉质粘土草黄色粉质粘土草黄色砂质粉土草黄色砂质粉土草黄色粉砂灰黄色粉砂灰黄色粉砂灰色淤泥质粉质粘土灰色粘质粉土灰色砂质粉土灰305、色含粘性土粉砂灰色砂质粉土灰色淤泥质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粉质粘土灰色砂质粉土灰色砂质粉土灰色粉质粘土暗绿色粉质粘土草黄色粘质粉土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂夹腐植质及钙核夹粉砂夹薄层粉砂夹粉砂夹薄层粘性土夹腐植质及钙核夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-18上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日土样编号取土深度m0.25-0.075mm%0.075-0.05mm%0.05-0.01mm%0.01-0.005mm%0.005mm%含水量W%密度g/cm3比306、重G饱和度Sr孔隙比e液限WL%塑限WP%塑性指数IP液性指数IL温度20oCKVcm/s温度20oCKHcm/s粘聚力ckPa内摩擦角压缩系数a0.1-0.2MPa-1压缩模量Es0.1-0.2MPa土名备注颗粒分析砂粉粒粘粒天然状态下的物理性指标界限含水量渗透系数固结快剪直剪试验固结试验G31-标1938.15-38.45-2039.70-40.00G32-12.00-2.30-24.00-4.30-标34.45-4.75-45.50-5.80-标55.95-6.25-68.00-8.30-711.00-11.30-814.00-14.30-917.00-17.30-1020.00-20.307、30-标1121.15-21.45-1222.00-22.30-标1322.45-22.75-1424.50-24.80-1526.50-26.80-1629.00-29.30-1732.00-32.30-1835.00-35.30-1937.50-37.80-2039.70-40.0070.667.612.839.410.28.417.416.45.88.418.847.870.668.459.27.210.87.213.48.38.710.39.48.28.510.310.59.811.312.115.815.153.332.751.557.159.454.864.555.358.033.308、615.214.521.33.03.27.83.13.95.06.55.37.95.56.53.82.32.44.23.43.318.911.426.120.86.414.113.622.36.44.32.13.43.226.334.439.646.943.748.850.142.639.733.132.624.629.127.725.226.926.31.941.861.811.751.771.731.721.781.801.861.862.001.921.931.961.941.952.692.732.722.732.732.742.742.742.742.712.722.732.702.309、702.692.692.6994979899989999989796949696959495950.7510.9731.0981.2921.2161.3571.3911.1951.1270.9390.9390.7010.8150.7860.7180.7600.74236.935.839.035.038.042.544.042.141.434.436.121.622.123.122.022.323.624.923.623.921.219.915.313.715.913.015.718.919.118.517.513.216.20.841.281.501.361.331.321.030.900.8310、60.29 21813141511121619131839 6 5 1 3 234.017.517.012.513.011.510.513.016.027.022.516.031.532.535.534.535.00.120.470.690.950.760.991.190.780.650.280.450.280.160.140.100.120.1214.464.173.062.422.932.382.012.803.266.884.295.9811.2312.4616.5414.6414.99灰黄色粉砂灰黄色粉砂灰黄色粉质粘土灰色淤泥质粉质粘土灰色粘质粉土灰色淤泥质粉质粘土灰色粉质粘土灰色淤泥311、质粉质粘土灰色淤泥质粘土灰色淤泥质粘土灰色粘土灰色粘土灰色砂质粉土灰色粘质粉土灰色粘质粉土灰色粉质粘土暗绿色粉质粘土草黄色砂质粉土草黄色砂质粉土灰黄色粉砂灰黄色粉砂灰黄色粉砂夹薄层粉砂夹粉砂夹薄层粉砂夹薄层粉砂夹腐植物夹腐植质及钙核夹粉砂夹薄层粉砂夹薄层粉砂土 工 试 验 成 果 表工程编号:K118-2013-3分图编号:7-19上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日0.8230.8040.7860.7670.7490.7300.712e0100200300p(kPa)PkPae aMPa EsMPa-100.841500.8030.7712.387312、1000.7740.5793.1802000.7360.3814.8344000.6970.1939.549 孔号:土样号:深度:W:G:G112.50m29.5%1.92g/cm2.7331.1501.1041.0581.0120.9660.9200.874e0100200300p(kPa)PkPae aMPa EsMPa-101.196501.0872.1851.0051001.0161.4231.5432000.9320.8422.6104000.8370.4754.620 孔号:土样号:深度:W:G:G124.50m43.2%1.78g/cm2.7331.1311.0941.0561.313、0190.9810.9440.906e0100200300p(kPa)PkPae aMPa EsMPa-101.169501.0861.6601.3071001.0261.1861.8292000.9540.7213.0084000.8760.3905.554 孔号:土样号:深度:W:G:G137.00m42.2%1.79g/cm2.7331.4141.3541.2941.2341.1741.1151.055e0100200300p(kPa)PkPae aMPa EsMPa-101.474251.4142.4141.025501.3622.0741.1931001.2821.5921.5542314、001.1581.2381.9984001.0070.7593.258 孔号:土样号:深度:W:G:G1513.00m53.5%1.70g/cm2.7431.2821.2291.1771.1251.0731.0210.969e0100200300p(kPa)PkPae aMPa EsMPa-101.334251.2682.6290.888501.2152.1121.1051001.1391.5141.5412001.0410.9852.3684000.9270.5714.087 孔号:土样号:深度:W:G:G1616.00m48.2%1.74g/cm2.7431.2061.1641.1231.315、0811.0390.9970.955e0100200300p(kPa)PkPae aMPa EsMPa-101.248501.1571.8201.2351001.0941.2611.7822001.0120.8202.7424000.9220.4524.970 孔号:土样号:深度:W:G:G1719.00m44.7%1.77g/cm2.7530.9320.9170.9030.8880.8740.8590.845e0100200300p(kPa)PkPae aMPa EsMPa-100.947500.9210.5053.8581000.9010.3964.9112000.8730.2836.88316、04000.8330.2019.698 孔号:土样号:深度:W:G:G1822.00m33.6%1.86g/cm2.7131.0631.0280.9940.9600.9250.8910.857e0100200300p(kPa)PkPae aMPa EsMPa-101.097501.0411.1321.8521000.9980.8572.4462000.9340.6343.3104000.8290.5263.988 孔号:土样号:深度:W:G:G1925.00m39.3%1.82g/cm2.7430.6860.6700.6540.6380.6220.6060.589e01002003004005317、00p(kPa)PkPae aMPa EsMPa-100.702500.6760.5193.2831000.6580.3664.6482000.6340.2407.1034000.6010.163 10.4166000.5760.124 13.716 孔号:土样号:深度:W:G:G11027.00m24.7%2.00g/cm2.7330.8460.8340.8210.8090.7960.7830.771e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.859500.8410.3535.2721000.8280.2557.2762000.810318、0.1879.9594000.7870.114 16.2516000.7720.073 25.3128000.7610.055 33.646 孔号:土样号:深度:W:G:G11129.00m30.1%1.89g/cm2.7030.7930.7810.7680.7560.7430.7310.719e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.806500.7830.4533.9841000.7710.2367.6552000.7560.152 11.8564000.7350.104 17.2836000.7200.073 24.778800319、0.7090.060 30.346 孔号:土样号:深度:W:G:G11231.00m28.4%1.92g/cm2.7030.7220.7130.7040.6940.6850.6760.667e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.731500.7140.3534.9001000.7040.1899.1682000.6930.108 15.9604000.6780.076 22.8826000.6680.052 33.5858000.6590.044 39.757 孔号:土样号:深度:W:G:G11334.00m25.5%1.95g/320、cm2.6930.7150.7060.6970.6890.6800.6710.662e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.724500.7100.2846.0801000.7010.164 10.5052000.6910.105 16.3764000.6760.076 22.6906000.6650.056 30.9218000.6550.048 35.859 孔号:土样号:深度:W:G:G11437.00m25.6%1.96g/cm2.6930.6830.6760.6690.6620.6550.6480.640e01002003321、00400500600700 p(kPa)PkPae aMPa EsMPa-100.690500.6780.2586.5521000.6690.165 10.2342000.6590.099 17.0194000.6480.057 29.6546000.6400.038 45.0268000.6350.029 58.463 孔号:土样号:深度:W:G:G11539.70m23.8%1.97g/cm2.6930.8790.8570.8350.8130.7920.7700.748e0100200300p(kPa)PkPae aMPa EsMPa-100.901500.8640.7382.57610322、00.8340.5913.2142000.7890.4594.1444000.7300.2916.525 孔号:土样号:深度:W:G:G212.00m31.6%1.89g/cm2.7331.2561.2001.1441.0871.0310.9750.918e0100200300p(kPa)PkPae aMPa EsMPa-101.313251.2273.4430.672501.1552.8820.8021001.0691.7141.3492000.9740.9472.4424000.8730.5044.593 孔号:土样号:深度:W:G:G223.50m47.4%1.74g/cm2.7331.323、1081.0741.0401.0060.9730.9390.905e0100200300p(kPa)PkPae aMPa EsMPa-101.142501.0851.1261.9021001.0360.9762.1942000.9680.6843.1304000.8780.4504.754 孔号:土样号:深度:W:G:G236.00m41.2%1.80g/cm2.7331.3521.2981.2441.1901.1361.0821.028e0100200300p(kPa)PkPae aMPa EsMPa-101.405251.3522.1551.116501.3081.7611.3661001324、.2371.4191.6952001.1251.1122.1624000.9840.7053.412 孔号:土样号:深度:W:G:G2512.00m51.0%1.72g/cm2.7431.2541.2051.1551.1061.0571.0070.958e0100200300p(kPa)PkPae aMPa EsMPa-101.303251.2462.2671.016501.1991.8861.2211001.1301.3921.6552001.0400.8972.5674000.9190.6073.795 孔号:土样号:深度:W:G:G2615.00m47.1%1.75g/cm2.7431.325、2021.1561.1101.0641.0180.9720.927e0100200300p(kPa)PkPae aMPa EsMPa-101.248501.1511.9431.1571001.0861.3001.7302001.0000.8582.6204000.8900.5524.073 孔号:土样号:深度:W:G:G2718.00m44.4%1.76g/cm2.7430.9070.8930.8800.8660.8530.8390.826e0100200300p(kPa)PkPae aMPa EsMPa-100.920500.8910.5883.2661000.8690.4284.49020326、00.8430.2647.2864000.8150.142 13.532 孔号:土样号:深度:W:G:G2821.00m32.5%1.87g/cm2.7130.9200.9030.8850.8670.8500.8320.814e0100200300p(kPa)PkPae aMPa EsMPa-100.938500.8940.8812.2011000.8680.5193.7322000.8400.2836.8584000.8000.1979.852 孔号:土样号:深度:W:G:G21024.00m33.0%1.86g/cm2.7130.6740.6600.6450.6310.6170.6030.327、588e0100200300400500p(kPa)PkPae aMPa EsMPa-100.688500.6690.3904.3321000.6540.3025.5882000.6320.2217.6264000.6010.151 11.1956000.5770.122 13.809 孔号:土样号:深度:W:G:G21226.00m24.3%2.01g/cm2.7330.8160.7970.7770.7580.7390.7200.701e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.835500.7990.7132.5721000.777328、0.4294.2772000.7550.2238.2124000.7270.141 13.0296000.7060.105 17.5388000.6860.100 18.287 孔号:土样号:深度:W:G:G21328.00m29.3%1.91g/cm2.713固结试验成果图表 工程编号:K118-2013-3分图编号:8-1上海海洋地质勘察设计有限公司试验审核人:试验负责人:日期:2013年10月22日0.7520.7410.7300.7180.7070.6960.684e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.763500.752329、0.2317.6271000.7420.2038.6862000.7260.152 11.6054000.7040.110 15.9596000.6880.081 21.8088000.6750.065 27.333孔号:土样号:深度:W:G:G21530.50m26.7%1.94g/cm2.7030.7300.7210.7120.7030.6950.6860.677e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.739500.7210.3544.9161000.7100.2377.3452000.6960.135 12.8894000.6330、830.064 27.3756000.6760.035 49.2358000.6700.033 52.021孔号:土样号:深度:W:G:G21733.00m25.6%1.95g/cm2.7030.6990.6900.6810.6730.6640.6550.646e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.707500.6920.3115.4961000.6830.1839.3272000.6720.106 16.0584000.6580.069 24.8286000.6470.054 31.6368000.6390.040 42.680331、孔号:土样号:深度:W:G:G22037.50m24.4%1.96g/cm2.6930.6780.6700.6620.6540.6460.6380.630e0100200300400500600700 p(kPa)PkPae aMPa EsMPa-100.686500.6720.2806.0271000.6620.2028.3322000.6520.102 16.5574000.6400.061 27.8666000.6310.047 35.8148000.6230.037 45.434孔号:土样号:深度:W:G:G22239.70m23.5%1.97g/cm2.6930.8810.8580.332、8360.8130.7900.7680.745e0100200300p(kPa)PkPae aMPa EsMPa-100.904500.8620.8412.2631000.8310.6153.0942000.7860.4454.2804000.7270.2996.364孔号:土样号:深度:W:G:G311.50m31.8%1.89g/cm2.7330.9150.9010.8870.8730.8580.8440.830e0100200300p(kPa)PkPae aMPa EsMPa-100.929500.8990.5883.2791000.8780.4224.5702000.8510.2747333、.0504000.8190.160 12.029孔号:土样号:深度:W:G:G323.00m33.1%1.87g/cm2.7130.8350.8240.8120.8010.7900.7790.768e0100200300p(kPa)PkPae aMPa EsMPa-100.846500.8220.4833.8261000.8030.3754.9182000.7820.2138.6474000.7590.115 16.001孔号:土样号:深度:W:G:G334.50m29.9%1.90g/cm2.7031.1111.0731.0360.9990.9620.9250.888e0100200300p(kPa)PkPae aMPa EsMPa-101.148501.0681.6011.3421001.0131.0981.9572000.9460.6713.2024000.8580.4394.895