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Volume 40 Issue 11
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CAI Lu, ZHOU Jian, YING Hong-wei, GONG Xiao-nan. Stability against basal heave of excavation in anisotropic soft clay[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 1968-1976. DOI: 10.11779/CJGE201811002
Citation: CAI Lu, ZHOU Jian, YING Hong-wei, GONG Xiao-nan. Stability against basal heave of excavation in anisotropic soft clay[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 1968-1976. DOI: 10.11779/CJGE201811002
shu

Stability against basal heave of excavation in anisotropic soft clay

  • 1. Research Center of Coastal and Urban Geotechnical Engineering , Zhejiang University, Hangzhou 310058, China;
    2. Suzhou Changhong Architectural Design and Research Institute, Suzhou 215000, China

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  • Received Date: September 12, 2017
  • Published Date: November 24, 2018
    Graphical Abstract
    • Abstract
  • Studies have shown that the deposition environment and stress history of different soft clays are different, and so are their anisotropic laws. However, in the current studies, researchers often use a unified law to describe the anisotropic characteristics of different soft clays. To deal with it, a theoretical formula for anisotropic undrained strength is deduced by means of comparison and theoretical analyses based on the results of Hangzhou soft clay from hollow cylinder apparatus (HCA) test and other conventional results from the literatures. Considering two upper limit methods and strength reduction on the failure surface, the stability against basal heave of soft clay excavations is obtained and discussed in terms of application. The influences of geometrical factors such as the depth ratio H/B, embedded length D, friction characteristics of the interface between walls and clays, together with the effective friction, anisotropic strength ratio k and strength heterogeneity, are discussed. Finally, the applicability of the proposed formula is verified from engineering cases.
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    • References (28)
  • [1]
    CHANG M F.Basal stability analysis of braced cuts in clay[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2000, 126(3): 276-279.
    [2]
    秦会来, 黄茂松, 王卫东. 非均质软土基坑抗隆起稳定性的极限分析方法[J]. 岩土力学, 2008, 29(10): 2719-2724.
    (QIN Hui-lai, HUANG Mao-song, WANG Wei-dong, et al.Limit analysis method for basal stability of braced excavation against upheaval in heterogeneous soft clay[J]. Rock and Soil Mechanics, 2008, 29(10): 2719-2724. (in Chinese))
    [3]
    黄茂松, 余生兵, 秦会来. 基于上限法的K0固结黏土基坑抗隆起稳定分析[J]. 土木工程学报, 2011, 44(3): 101-108.
    (HUANG Mao-song, YU Sheng-bing, QIN Hui-lai.Upper bound method for basal stability analysis of braced excavations in K0-consolidated clays[J]. Chinese Civil Engi- neering Journal, 2011, 44(3): 101-108. (in Chinese))
    [4]
    ZDRAVKOVIĆ L, POTTS D M, HIGHT D W.The effect of strength anisotropy on the behaviour of embankments on soft ground[J]. Géotechnique, 2002, 52(6): 447-457.
    [5]
    HASHASH Y M A, WHITTLE A J. Mechanisms of load transfer and arching for braced excavations in clay[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2002, 128(3): 187-197.
    [6]
    杜佐龙, 黄茂松. 非均质与各向异性黏土基坑抗隆起稳定分析[J]. 岩土力学, 2013, 34(2): 455-467.
    (DU Zuo-long, HUANG Mao-song.Analysis for basal stability of braced excavation in nonhomogeneous and anisotropic clay[J]. Rock and Soil Mechanics, 2013, 34(2): 455-467. (in Chinese))
    [7]
    CASAGRANDE A, CARILLO N.Shear failure of anisotropic soil[J]. Journal of the Boston Society of Civil Engineers, 1944, 31(4): 74-87.
    [8]
    应宏伟, 张金红, 周建, 等. 基于空心圆柱仪试验的各向异性软黏土基坑抗隆起稳定分析[J]. 岩土力学, 2016, 37(5): 1237-1242.
    (YING Hong-wei, ZHANG Jin-hong, ZHOU Jian el at. Limit equilibrium analysis on stability against basal heave of excavation in anisotropy soft clay[J]. Rock and Soil Mechanics, 2016, 37(5): 1237-1242. (in Chinese))
    [9]
    沈扬. 考虑主应力方向变化的原状软黏土试验研究[D]. 杭州: 浙江大学, 2007.
    (SHEN Yang.Experimental study on effect of varlation of principal stress orientation on undisturbed soft clay[D]. Hangzhou: Zhejiang University, 2007. (in Chinese))
    [10]
    李广信. 高等土力学[M]. 北京: 清华大学出版社, 2004.
    (LI Guang-xin.Advanced soil mechanics[M]. Beijing: Tsinghua University Press, 2004. (in Chinese))
    [11]
    高彦斌, 楼康明. 上海软黏土强度固有各向异性[J]. 同济大学学报 (自然科学版), 2013, 41(11): 1658-1663.
    (GAO Yan-bing, LOU Kang-ming.Inherent anisotropy of Shanghai soft clay[J]. Journal of Tongji University (Natural Science Edition), 2013,41(11): 1658-1663. (in Chinese))
    [12]
    张诚厚. 两种结构性粘土的土工特性[J]. 水利水运工程学报, 1983(4): 68-74.
    (ZHANG Cheng-hou.Engineering propertities of two structural clay[J]. Hydro-Science and Engineering, 1983(4): 68-74. (in Chinese))
    [13]
    龚晓南. 软黏土地基各向异性初步探讨[J]. 浙江大学学报(工学版), 1986(4): 103-115.
    (GONG Xiao-nan.Preliminary study on anisotropy of soft clay foundation[J]. Journal of Zhejiang University, 1986(4): 103-115. (in Chinese))
    [14]
    赵锡宏, 姜洪伟, 袁聚云, 等. 上海软土各向异性弹塑性模型[J]. 岩土力学, 2003, 24(3): 322-330.
    (ZHAO Xi-hong, JIANG Hong-wei, YUAN Ju-yun, el at. The anisotropic elastic-plastic model of Shanghai soft soil[J]. Rock and Soil Mechanics, 2003, 24(3): 322-330. (in Chinese))
    [15]
    于京杰. 真三轴仪的研制及上海粘性土性能与应用研究[D]. 上海: 同济大学, 1988.
    (YU Jing-jie.Develoent of real triaxial apparatus and study on the performance and application of Shanghai soft clay[D]. Shanghai: Tongji University, 1988. (in Chinese))
    [16]
    袁聚云. 软土各向异性性状的试验研究及其在工程中的应用[D]. 上海: 同济大学, 1995.
    (YUAN Ju-yun.Experimental study on anisotropic properties of soft soil and its application in engineering[D]. Shanghai: Tongji University, 1995. (in Chinese))
    [17]
    梁令枝. 考虑土体固有各向异性的三轴和直剪试验的研究[C]// 第19届全国结构工程学术会议论文集(第Ⅱ册). 济南, 2010: 282-285.
    (LIANG Ling-zhi.Study on the shear test of inherent anisotropy[C]// Proceedings of the 19th National Structural Engineering Conference. Jinan, 2010: 282-285. (in Chinese))
    [18]
    LO K Y.Stability of slopes in anisotropic soils[J]. Journal of the Soil Mechanics & Foundations Division, 2014, 91(4): 85-106.
    [19]
    WHEELER S J, NÄÄTÄNEN A, KARSTUNEN M, et al. An anisotropic elastoplastic model for soft clays[J]. Canadian Geotechnical Journal, 2003, 40(2): 403-418.
    [20]
    OTHA H, NISHIHARA A.Anisotropy of undrained shear strength of clays under axi-aysmentric loading conditions[J]. Soils & Foundations, 1985, 25(2): 73-86.
    [21]
    CHANG M F, TEH C I, CAO L F.Critical state strength parameters of saturated clays from the modifie[J]. Canadian Geotechnical Journal, 1999, 36(36): 876-890.
    [22]
    沈恺伦. 软黏土结构性、塑性各向异性及其演化[D]. 杭州:浙江大学, 2006.
    (SHEN Kai-lun.Degradation of soil structure and plasticity evolution of natrual clay[D]. Hangzhou: Zhejiang University, 2006. (in Chinese))
    [23]
    KOUTSOFTAS D C, LADD C C.Design strengths for an offshore clay[J]. Journal of Geotechnical Engineering, 1985, 111(3): 337-355.
    [24]
    秦会来, 黄茂松, 马少坤. 黏土基坑抗隆起稳定分析的多块体上限解[J]. 岩石力学与工程学报, 2010, 29(1): 73-81.
    (QIN Hui-Lai, HUANG Mao-song, MA Shao-kun.The upper solution of stability analysis against basal heave of excavation in soft clay[J]. Journal of Rock Mechanics and Engineering, 2010, 29(1): 73-81. (in Chinese))
    [25]
    沈珠江. 基于有效固结应力理论的黏土土压力公式[J]. 岩土工程学报, 2000, 22(3): 353-356.
    (SHEN Zhu-jiang.Soil pressure formular of clay based on effective consolidation stress theory[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(3): 353-356. (in Chinese))
    [26]
    齐添. 软土一维非线性固结理论与试验对比研究[D]. 杭州: 浙江大学, 2008.
    (QI Tian.Studies on the contrast of one dimensional nonlinear consolidation theory and test in soft clay[D]. Hangzhou: Zhejiang University, 2008. (in Chinese)))
    [27]
    李广信. 杭州地铁一号线湘湖站基坑事故再议[J]. 岩土工程技术, 2015, 29(6): 273-279.
    (LI Guang-xin.Discussion on accident of foundation excavation of Xianghu station of Hangzhou subway No.1 line age[J]. Geotechnical Engineering Technique, 2015, 29(6): 273-279. (in Chinese))
    [28]
    姜洪伟, 赵锡宏, 张保良. 各向异性条件下软土深基坑抗隆起稳定分析[J]. 岩土工程学报, 1997, 19(1): 1-7.
    (JIANG Hong-wei, ZHAO Xi-hong, ZHANG Bao-liang.Analysis of heave-resistant stability for deep braced excavation in soft clay under anisotropic condition[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(1): 1-7. (in Chinese))
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