›› 2005, Vol. 26 ›› Issue (3): 342-346.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WANG Gui-xuan1, Jiro Kuwano2, Jiro Takemura2
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] | 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. |
[4] | 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. |
[5] | 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. |
[6] | 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. |
[7] | WANG Yong-hong, ZHANG Ming-yi, LIU Jun-wei, BAI Xiao-yu, . Influence of excess pore water pressure on shear strength of pile-soil interface in clayey soil [J]. , 2018, 39(3): 831-838. |
[8] | CHEN Wei-zhong, MA Yong-shang, YU Hong-dan, GONG Zhe, LI Xiang-ling,. Parameter sensitivity analysis for thermo-hydro-mechanical coupling model of clay tunnel for radioactive waste disposal [J]. , 2018, 39(2): 407-416. |
[9] | LIU Zhong-yu, ZHANG Jia-chao, ZHENG Zhan-lei, GUAN Cong. Finite element analysis of two-dimensional Biot’s consolidation with Hansbo’s flow [J]. Rock and Soil Mechanics, 2018, 39(12): 4617-4626. |
[10] | LIU Shi-wei, SHENG Qian, ZHU Ze-qi, GONG Yan-feng, CUI Zhen, LI Jian-he, ZHANG Shan-kai,. Research on boundary effect of groundwater seepage in tunnel surrounding rock [J]. , 2018, 39(11): 4001-4009. |
[11] | YANG Yao-hui, CHEN Yu-min, LIU Han-long, LI Wen-wen, JIANG Qiang, . Investigation on liquefaction resistance performance of rigid-drainage pile groups by shaking table [J]. , 2018, 39(11): 4025-4032. |
[12] | 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. |
[13] | YANG Guang-chang, BAI Bing. Thermal consolidation of saturated silty clay considering overconsolidation effect with different heating-cooling paths [J]. , 2018, 39(1): 71-77. |
[14] | HUANG Chao-xuan, WANG Zheng-zhong, FANG Yong-lai,. Analytical solution of vacuum preloading foundation considering air leakage and nonlinear well resistance [J]. , 2017, 38(9): 2574-2582. |
[15] | ZHANG Ming-yi, BAI Xiao-yu, GAO Qiang, WANG Yong-hong, CHEN Xiao-yu, LIU Jun-wei,. Experimental study on interfacial bearing mechanism of piles in cohesive soil [J]. , 2017, 38(8): 2167-2174. |
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