›› 2007, Vol. 28 ›› Issue (10): 2052-2054.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
SHE Wei1, 4, CHEN Lun2, WANG Zhao3
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] | CHEN Wen-wu, ZHANG Qi-yong, LIU Hong-wei, . Infiltration grouting diffusion law of SH agent in earthen sites [J]. Rock and Soil Mechanics, 2019, 40(2): 429-435. |
[3] | 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. |
[4] | LIU Jie, HUANG Fei, YANG Yu-nan, YANG Xu. Nondestructive testing of porosity of rock based on capillary infiltration technique [J]. , 2018, 39(3): 1137-1144. |
[5] | ZHU Cai-hui, GUO Bing-xuan. Monitoring and inducement analysis of seepage of an ancient building base [J]. , 2018, 39(11): 4210-4217. |
[6] | LIU Zheng-hong, YU Yong-tang, TANG Guo-yi, LIU Zhi, . Permeability tests on Angola Quelo sand [J]. , 2017, 38(S2): 177-182. |
[7] | KANG Xiao-sen, LIAO Hong-jian, LEN Xian-lun, HAO Dong-rui,. Discussion on ultimate depth of tension cracks of loess slope under infiltration effect [J]. , 2017, 38(S2): 197-202. |
[8] | LI Shu-cai, FENG Xiao, LIU Ren-tai, ZHANG Le-wen, HAN Wei-wei, ZHENG Zhuo. Diffusion of grouting cement in sandy soil considering filtration effect [J]. , 2017, 38(4): 925-933. |
[9] | TANG Lin, TANG Xiao-wu, SUN Kai, . Analytical solutions for pore size of nonwoven geotextiles under unequal biaxial tensile strain [J]. , 2017, 38(12): 3597-3603. |
[10] | ZHENG Jun-jie, GUO Zhen-shan, CUI Lan, ZHANG Jun,. Stability analysis of expansive soil tunnel considering unsaturated seepage and moistening swelling deformation [J]. , 2017, 38(11): 3271-3277. |
[11] | XIONG Yong-lin, ZHU He-hua, YE Guan-lin, YE Bin,. Analysis of failure of unsaturated soil slope due to rainfall based on soil-water-air seepage-deformation coupling FEM [J]. , 2017, 38(1): 284-290. |
[12] | ZHANG Jie, Lü Te, XUE Jian-feng, ZHENG Wen-tang,. Modified Green-Ampt model for analyzing rainfall infiltration in slopes [J]. , 2016, 37(9): 2451-2457. |
[13] | DOU Hong-qiang ,HAN Tong-chun ,GONG Xiao-nan ,LI Zhi-ning,QIU Zi-yi,. Reliability analysis of slope stability considering variability of soil saturated hydraulic conductivity under rainfall infiltration [J]. , 2016, 37(4): 1144-1152. |
[14] | TIAN Dong-fang ,ZHENG Hong ,LIU De-fu,. 2D FEM numerical simulation of rainfall infiltration for landslide with considering runoff effect and its application [J]. , 2016, 37(4): 1179-1186. |
[15] | WANG Ding-jian, TANG Hui-ming, LI Chang-dong, GE Yun-feng, YI Xian-long. Stability analysis of colluvial landslide due to heavy rainfall [J]. , 2016, 37(2): 439-445. |