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Volume 35 Issue zk2
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ZHOU Jian, LIU Zheng-yi, YAN Jia-jia. Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 666-670.
Citation: ZHOU Jian, LIU Zheng-yi, YAN Jia-jia. Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 666-670.
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Effects of inherent and induced anisotropies on strength and deformation characteristics of soft clay

  • Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China

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  • Received Date: July 16, 2013
  • Published Date: November 24, 2013
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    • References (10)
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    SAADA A S. Testing of Anisotropic clay soils[J]. Jour of the soil Mechanical and Foundations Division, ASCE, 1970, 96(5): 1847-1852.
    [2]
    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 variation of principal stress orientation on undisturbed soft clay[D]. Hangzhou: Zhejiang University, 2007. (in Chinese))
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    沈瑞福, 王洪瑾, 周景星. 动主应力轴连续旋转下砂土的动强度[J]. 水利学报, 1996(1): 27-33. (SHEN Rui-fu, WANG Hong-jin, ZHOU Jing-xing. Dynamic strength of sand under cyclic rotation of Principal stress directions[J]. Journal of Hydraulic Engineering, 1996(1): 27-33. (in Chinese))
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    郭 莹, 栾茂田, 许成顺, 等. 主应力方向变化对松砂不排水动强度特性的影响[J]. 岩土工程学报, 2003, 25(6): 666-670. (GUO Ying, LUAN Mao-tian, XU Cheng-shun, et al. Effect of variation of principal stress orientation on undrained dynamic strength behavior of loose sand[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 660-670. (in Chinese))
    [5]
    温晓贵, 张 勋, 周 建, 等. 复杂应力路径下杭州原状软黏土破坏标准研究[J]. 岩土力学, 2010, 31(9): 2793-2798. (WEN Xiao-gui, ZHANG Xun, ZHOU Jian, et al. Study of failure criterion for Hangzhou intact soft clay under complex stress path[J]. Rock and Soil Mechanics, 2010, 31(9): 2793-2798. (in Chinese))
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    郑鸿镔. 主应力轴旋转下重塑黏土与原状黏土特性试验研究[D].杭州: 浙江大学, 2010. (ZHENG Hong-bin. Experimental study of reconstituted clay and intact clay under principal stress rotation[D]. Hangzhou: Zhejiang University, 2010. (in Chinese))
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    NAKATA Y, HYODO M, MURATA H, et al. Flow deformation of sands subjected to principal stress rotation. Soils and Foundations, 1998, 38(3): 115-128.
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    MIURA K, MIURA S, TOKI S. Deformation behaviour of anisotropic dense sand under principal stress axes rotation. Soils and Foundations, 1986.26(1): 36-52.
    [9]
    LADE P V, NAM J, HONG W P. Shear banding and cross-anisotropic behavior observed in laboratory sand tests with stress rotation[J]. Canadian Geotechnical Journal, 2008, 45(1): 74-84.
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    BROMS B B, CASBARIAN A O. Effects of rotation of the principal stress axes and of the intermediate principal stress on the shear strength[C]// Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering (ICSMFE). Montreal, 1965: 8-15.
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