›› 2008, Vol. 29 ›› Issue (8): 2193-2198.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZENG Chang-nü1, LIU Han-long2, CHEN Yu-ming2
CLC Number:
[1] | MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263. |
[2] | HE Gui-cheng, LIAO Jia-hai, LI Feng-xiong, WANG Zhao, ZHANG Qiu-cai, ZHANG Zhi-jun. A coupled thermo- pore water-mechanical model for a weak interlayer in water saturated slope and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1663-1672. |
[3] | MA Wen-guan, LIU Run, LIAN Ji-jian, GUO Shao-zeng. The study of penetration resistance of bucket foundation in silt [J]. Rock and Soil Mechanics, 2019, 40(4): 1307-1312. |
[4] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[5] | ZHU Yu-meng, WU Qi, CHEN Guo-xing, . Experimental investigation on shear wave velocity of sand-silt mixtures based on the theory of inter-grain contact state [J]. Rock and Soil Mechanics, 2019, 40(4): 1457-1464. |
[6] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[7] | HU Tian-fei, LIU Jian-kun, WANG Tian-liang, YUE Zu-run, . Effect of freeze-thaw cycles on deformation characteristics of a silty clay and its constitutive model with double yield surfaces [J]. Rock and Soil Mechanics, 2019, 40(3): 987-997. |
[8] | WANG Jia-quan, ZHANG Liang-liang, LAI Yi, LU Meng-liang, YE Bin, . Large-scale model tests on static and dynamic mechanical characteristics of reinforced earth retaining wall [J]. Rock and Soil Mechanics, 2019, 40(2): 497-505. |
[9] | WANG Hua-bin, LI Jian-mei, JIN Yi-xuan, ZHOU Bo, ZHOU Yu, . The numerical methods for two key problems in rainfall-induced slope failure [J]. Rock and Soil Mechanics, 2019, 40(2): 777-784. |
[10] | YIN Xiao-meng, YAN E-chuan, LIU Xu-yao, LI Xing-ming, . Study on force of underground water in soil stability calculation [J]. Rock and Soil Mechanics, 2019, 40(1): 156-164. |
[11] | ZHU Ning , ZHOU Yang , LIU Wei, SHI Pei-xin, WU Ben,. Study of silty soil behavior disturbed for installation of diaphragm wall in Suzhou [J]. , 2018, 39(S1): 529-536. |
[12] | ZHANG De,LIU En-long,LIU Xing-yan,SONG Bing-tang, . Investigation on strength criterion for frozen silt soils [J]. , 2018, 39(9): 3237-3245. |
[13] | LIU Jia-shun, ZHANG Xiang-dong, SUN Jia-bao, YANG Jian-jun, FANG Tian-jian. Experimental study on the pore pressure and deformation of saturated silty clay under K0 consolidation and principal stress axis rotation [J]. , 2018, 39(8): 2787-2794. |
[14] | ZHAO Jian-jun, YU Jian-le, XIE Ming-li, CHAI He-jun, LI Tao, BU Fan, LIN Bing,. Physical model studies on fill embankment slope deformation mechanism under rainfall condition [J]. , 2018, 39(8): 2933-2940. |
[15] | LIU Song-yu, CAO Jing-jing, CAI Guang-hua, . Microstructural mechanism of reactive magnesia carbonated and stabilized silty clays [J]. , 2018, 39(5): 1543-1552. |