›› 2018, Vol. 39 ›› Issue (11): 3949-3956.doi: 10.16285/j.rsm.2017.0492
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
HUO Hai-feng1, LEI Hua-yang2, FENG Xing1, WANG Xin-qiang3, YAN Xiao-rong1
CLC Number:
[1] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, YANG Jian-jun, SUN Jia-bao, . An asymptotic state constitutive model for saturated clay under partial drainage [J]. Rock and Soil Mechanics, 2020, 41(2): 485-491. |
[2] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[3] | LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038. |
[4] | GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107. |
[5] | ZHANG Chun-hui, WANG Lan, TIAN Ying-hui, YU Yong-jiang, WANG Lai-gui,. Predicting model of trajectory of fixed fluke dragging embedment plate anchor in saturated clay [J]. , 2018, 39(6): 1941-1947. |
[6] | KONG Xiao-ang, CAI Guo-qing, LIU Zhen-zhen, ZHAO Cheng-gang, . Research on tensile-shear coupling strength of unsaturated clays [J]. , 2017, 38(S2): 9-17. |
[7] | CHEN Yu-long, HUANG Dong,. Centrifuge test of deformation characteristics of overburden clay subjected to normal and reverse fault rupture [J]. , 2017, 38(S1): 189-194. |
[8] | LIN Bo, ZHANG Feng, FENG De-cheng, MA Hong-yan, FENG Xin,. Experimental investigation on strain rate effects of saturated clay subjected to freeze-thaw cycles [J]. , 2017, 38(7): 2007-2014. |
[9] | LI Jian, WEI Chang-fu, LIU Yan,. Numerical implementation of a state-dependent constitutive model for unsaturated clays [J]. , 2017, 38(10): 2799-2808. |
[10] | XU Lei, LIU Si-hong, LU Yang, SONG Ying-jun, YANG Qi. Physico-mechanical properties of expansive soil under freeze-thaw cycles [J]. , 2016, 37(S2): 167-174. |
[11] | KONG Xiao-ang, CAI Guo-qing, ZHAO Cheng-gang, . Study on tenso-shear coupling strength of clays [J]. , 2016, 37(8): 2285-2292. |
[12] | LIU Zi-zhen , YAN Zhi-xin,. Limit equilibrium slice method for unsaturated clay slope under rainfall infiltration [J]. , 2016, 37(2): 350-356. |
[13] | LIU Ying , HUANG Maosong , JIANG Jie , MAO Shao-kun , . Simplified nonlinear model considering cyclic degradation of saturated clay [J]. , 2015, 36(S1): 193-198. |
[14] | HU Cun ,LIU Hai-xiao,. A cyclic bounding surface plasticity model for saturated clay with initial anisotropy [J]. , 2014, 35(10): 2807-2814. |
[15] | LIU Wei-zheng ,SHI Ming-lei ,MIAO Lin-chang . Experimental study of permeability coefficient of natural saturated clay and its prediction model [J]. , 2013, 34(9): 2501-2507. |
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