›› 2002, Vol. 23 ›› Issue (6): 813-816.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Yun-zhong, WANG Ren
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] | YU Yu, LIU Xin-rong, LIU Yong-quan, . Field experimental investigation on prestress loss law of anchor cable in foundation pits [J]. Rock and Soil Mechanics, 2019, 40(5): 1932-1939. |
[4] | 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. |
[5] | ZHONG Guo-qiang, WANG Hao, KONG Li, WANG Cheng-tang, . Evaluation of the possibility of foundation pit collapse with " diaphragm wall+ support" based on T-S fuzzy fault tree [J]. Rock and Soil Mechanics, 2019, 40(4): 1569-1576. |
[6] | 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. |
[7] | 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. |
[8] | ZHANG Xiao, XIAO Jun-hua, NONG Xing-zhong, GUO Jia-qi, WU Nan, . Analysis of influenced zone of foundation pit excavation adjacent to bridge pile foundation using HS-Small constitutive model [J]. Rock and Soil Mechanics, 2018, 39(S2): 263-273. |
[9] | ZHENG Gang, LI Qing-han, HA Da, CHENG Xue-song, . Study of stress state and settlement induced by pressure relief of confined aquifers in Tianjin [J]. Rock and Soil Mechanics, 2018, 39(S2): 285-294. |
[10] | LIU Cheng-yu, ZHANG Zhi-xiang,. Improved calculation method of foundation pit enclosure structure based on p-y curve [J]. , 2018, 39(S1): 446-452. |
[11] | OU Xiao-duo, QUAN Shou-yue, PENG Yuan-sheng, JIANG Jie, Lü Bo, JIANG Hua,. Design and test of a new type prefabricated supporting structure for foundation pit [J]. , 2018, 39(9): 3433-3439. |
[12] | 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. |
[13] | ZHANG Yu-wei, XIE Yong-li, WENG Mu-sheng,. Centrifugal test on influence of asymmetric foundation excavation to an underlying subway tunnel [J]. , 2018, 39(7): 2555-2562. |
[14] | HU Yong, LI Yun-an, LI Bo, LI Cong-an, XIAO Jie-fu,. Centrifugal model tests and numerical simulation of three-dimensional space effect of deep and large foundation pit under the confined water level fluctuation [J]. , 2018, 39(6): 1999-2007. |
[15] | LIU Yong-quan, LIU Xin-rong, XIE Ying-kun, YU Yu, . Discussion on selection law of initial stretch locking value of prestressed anchor cables in foundation pits [J]. , 2018, 39(6): 2164-2174. |