›› 2012, Vol. 33 ›› Issue (4): 1075-1078.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHU En-yang,YAO Yang-ping
CLC Number:
[1] | ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long. Experimental study on undrained behavior of saturated silt subject to wave loading [J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. |
[2] | ZHOU Zheng-long, CHEN Guo-xing, ZHAO Kai, WU Qi, MA Wei-jia. Effect of the direction angle of cyclic loading on undrained cyclic behavior of saturated silt [J]. , 2018, 39(1): 36-44. |
[3] | LIU Wen-sheng, WU Zuo-qi, LIANG Huai-jie,. The experimental study on structural parameters of unconsolidated layers soil of Nanpiao mining [J]. , 2017, 38(6): 1725-1732. |
[4] | DAI Jin-qiu, SU Zhong-jie, ZHAO Ming-chao, XIANG Yu-hang,. True triaxial tests and strength characteristics of silty clay [J]. , 2016, 37(9): 2534-2540. |
[5] | WEN Xiao-gui,ZHANG Xun,ZHOU Jian,XIE Xin-yu. Study of failure criterion for Hangzhou intact soft clay under complex stress path [J]. , 2010, 31(9): 2793-2798. |
[6] | XU Cheng-shun , LUAN Mao-tian , HE Yang , GUO Ying , LI Mu-guo . Effect of intermediate principal stress on undrained behavior of saturated loose sands under monotonic shearing [J]. , 2006, 27(5): 689-693. |
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