›› 2016, Vol. 37 ›› Issue (5): 1343-1350.doi: 10.16285/j.rsm.2016.05.016
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
GAO Jun-cheng1, GUO Ying1, JIA Jin-qing1, TU Bing-xiong2
CLC Number:
TU 411
[1] | ZHANG Zhen, ZHANG Zhao, YE Guan-bao, WANG Meng, XIAO Yan, CHENG Yi, . Progressive failure mechanism of stiffened deep mixed column-supported embankment [J]. Rock and Soil Mechanics, 2020, 41(6): 2122-2131. |
[2] | SUN Hong, SONG Chun-yu, TENG Mu-wei, GE Xiu-run. Pore evolution characteristics of soft clay under loading [J]. Rock and Soil Mechanics, 2020, 41(1): 141-146. |
[3] | WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476. |
[4] | FU Long-long, ZHOU Shun-hua, TIAN Zhi-yao, TIAN Zhe-kan, . Force chain evolution in granular materials during biaxial compression [J]. Rock and Soil Mechanics, 2019, 40(6): 2427-2434. |
[5] | LI Shi-jun, MA Chang-hui, LIU Ying-ming, HAN Yu-zhen, ZHANG Bin, ZHANG Ga, . Centrifuge model tests and numerical simulation on progressive failure behavior of slope above a mine-out area [J]. Rock and Soil Mechanics, 2019, 40(4): 1577-1583. |
[6] | ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776. |
[7] | LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Experimental study of the influence of unloading rate on the shear mechanical properties of undisturbed expansive clay [J]. Rock and Soil Mechanics, 2019, 40(10): 3758-3766. |
[8] | WANG Jie, GONG Jing-wei, ZHAO Ze-yin. Position, direction of strain localization of rock-like specimens under uniaxial compression and its application to early-warning [J]. Rock and Soil Mechanics, 2018, 39(S2): 186-194. |
[9] | CHEN Dun, MA Wei, WANG Da-yan, MU Yan-hu, LEI Le-le,WANG Yong-tao, ZHOU Zhi-wei, CAI Cong, . Experimental study of deformation characteristics of frozen clay under directional shear stress path [J]. , 2018, 39(7): 2483-2490. |
[10] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[11] | ZHU Shun-ran, XU Chao, DING Jin-hua,. Laminated shear test of geotextile-sand interface [J]. , 2018, 39(5): 1775-1780. |
[12] | WANG Xue-bin, ZHANG Nan, PAN Yi-shan, ZHANG Bo-wen, DU Ya-zhi,. Experimental studies of damages and shear band interactions for clay specimens in uniaxial compression [J]. , 2018, 39(4): 1168-1175. |
[13] | YANG Zhong-min, GAO Yong-tao, WU Shun-chuan, ZHOU Yu, . Physical model test on large deformation mechanism and key treatment techniques of tunnel [J]. Rock and Soil Mechanics, 2018, 39(12): 4482-4492. |
[14] | SHAO Long-tan, YAN Chong-chao, ZENG Fei-tao, . Improvements of loading chamber of plane-strain apparatus [J]. , 2017, 38(5): 1251-1257. |
[15] | ZHU Ze-qi, SHENG Qian, CHENG Hong-zhan, LI Jian-he, BIAN Xiao-man. 3D stochastic model and numerical simulation of soil-rock mixture based on direct method [J]. , 2017, 38(4): 1188-1194. |
|