›› 2012, Vol. 33 ›› Issue (6): 1625-1630.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
CHU Fu-yong1, 2,ZHU Jun-gao1,WANG Ping3,DU Qing4,WEN Yan-feng5
CLC Number:
[1] | ZHU Jun-gao, JIANG Ming-jie, LU Yang-yang, JI En-yue, LUO Xue-hao, . Experimental study on influence of stress state on at-rest earth pressure coefficient for coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(3): 827-833. |
[2] | MA Rui-nan, GUO Hong-xian, CHENG Xiao-hui, LIU Jing-ru, . Permeability experiment study of calcareous sand treated by microbially induced carbonate precipitation using mixing methods [J]. Rock and Soil Mechanics, 2018, 39(S2): 217-223. |
[3] | ZHU Jun-gao, LU Yang-yang, JIANG Ming-jie, CHU Fu-yong,. Development and application of new apparatus for K0 test [J]. , 2018, 39(8): 3071-3076. |
[4] | REN Fei-fan, HE Jiang-yang, WANG Guan, ZHAO Qi-hua, . Numerical analysis of dynamic characteristics of coarse grained soils based on Cyclic-mobility constitutive model [J]. Rock and Soil Mechanics, 2018, 39(12): 4627-4641. |
[5] | XUE Chen, FU Wen-xi, HE Si-ming,. Development of assembled variable dimension direct shear apparatus [J]. , 2018, 39(10): 3907-3914. |
[6] | JIANG Jing-shan, CHENG Zhan-lin, ZUO Yong-zhen, DING Hong-shun,. Experimental study of influence of material state on mechanical properties of coarse-grained materials [J]. , 2017, 38(S2): 131-137. |
[7] | XU Zhi-hua, SUN Da-wei, ZHANG Guo-dong, . Study on stress-strain behavior of rockfill using large-scale triaxial tests [J]. Rock and Soil Mechanics, 2017, 38(6): 1565-1572. |
[8] | NIU Xi-rong, YAO Yang-ping, CHEN Zhong-da,. The strength and constitutive model of compacted weathered granite soils in Lüliang mountains [J]. , 2017, 38(10): 2833-2840. |
[9] | WU Ying,MA Gang,ZHOU Wei,YANG Li-fu. Optimization of gradation of rockfill materials based on the fractal theory [J]. , 2016, 37(7): 1977-1985. |
[10] | NIU Xi-rong , GAO Jiang-ping , ZHANG En-Shao,. An experimental study of the physical and mechanical properties of compacted weathered granite soil [J]. , 2016, 37(3): 701-710. |
[11] | WANG Jiang-ying , CAO Wen-gui , JIANG Zhong-ming , ZHAO Zhi-peng,. Large-scale triaxial tests on deformation and mechanical behavior of soil-rock aggregate mixture under different stress paths [J]. , 2016, 37(2): 424-430. |
[12] | LIU Ying-jing , LI Gang , YIN Zhen-yu , XIA Xiao-he , WANG Jian-hua,. Influence of grain gradation on undrained mechanical behavior of granular materials [J]. , 2015, 36(2): 423-429. |
[13] | DU Qin-wen ,LIU Yong-jun ,CAO Zhou-yang,. Large-scale triaxial tests on metamorphic soft rock embankment filler for wetting deformation characteristics [J]. , 2015, 36(1): 41-46. |
[14] | CHU Fu-yong , ZHU Jun-gao , YIN Jian-hua . Study of dilatancy behaviors of coarse-grained soils in large-scale triaxial test [J]. , 2013, 34(8): 2249-2254. |
[15] | ZHONG Shi-ying , HUANG Gen-qing , QI Shun-chao , LING Dao-sheng , YANG Jian-zhong . Interface property between soft landing foot pad and simulant lunar soil [J]. , 2013, 34(4): 1058-1062. |
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