›› 2013, Vol. 34 ›› Issue (9): 2546-2550.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
DING Yu-qing,TANG Wen-hui,XU Xin,RAN Xian-wen
CLC Number:
[1] | 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. |
[2] | WANG Jian-guo, YANG Yang, GUO Yan-hui, LIU Yang, HUANG Yong-hui, WANG Li-na,. Low temperature effect of saturated granite on dynamic characteristics at high strain rates [J]. , 2017, 38(S2): 163-169. |
[3] | LI Jian, WEI Chang-fu, LIU Yan,. Numerical implementation of a state-dependent constitutive model for unsaturated clays [J]. , 2017, 38(10): 2799-2808. |
[4] | LIU Zi-zhen , YAN Zhi-xin,. Limit equilibrium slice method for unsaturated clay slope under rainfall infiltration [J]. , 2016, 37(2): 350-356. |
[5] | YAO Yang-ping , NIU Lei , HAN Li-ming , HU He-xiang , WANG Guang-de. Experimental study of behaviors of overconsolidated unsaturated clays [J]. , 2011, 32(6): 1601-1606. |
[6] | YAO Yang-ping, NIU Lei, YANG Yi-fan, CUI Wen-jie, HU He-xiang. Constitutive model for unsaturated clays considering temperature effects [J]. , 2011, 32(10): 2881-2888. |
[7] | ZHA Fu-sheng , LIU Song-yu , DU Yan-jun , CUI Ke-rui . The electrical resistivity characteristics of unsaturated clayey Soil [J]. , 2007, 28(8): 1671-1676. |
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