›› 2015, Vol. 36 ›› Issue (4): 1027-1034.doi: 10.16285/j.rsm.2015.04.017
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
FENG Chun,LI Shi-hai,LIU Xiao-yu
CLC Number:
[1] | 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. |
[2] | CAO Hong, HU Yao, LUO Guan-yong. Research on approximate calculation method for incomplete wells with filter screen ends away from the confined aquifer level [J]. Rock and Soil Mechanics, 2019, 40(7): 2774-2780. |
[3] | WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442. |
[4] | 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. |
[5] | 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. |
[6] | LI Jing, CHEN Yu-min, FANG Zhi, GAO Han, TOBITA Tetsuo, ZHOU Ge, . Liquefaction characteristics analysis on gently tilting desaturated sandy ground [J]. Rock and Soil Mechanics, 2019, 40(11): 4352-4360. |
[7] | LIU Feng-tao, ZHANG Shao-fa, DAI Bei-bing, ZHANG Cheng-bo, LIN Kai-rong, . Upper bound limit analysis of soil slopes based on rigid finite element method and second-order cone programming [J]. Rock and Soil Mechanics, 2019, 40(10): 4084-4091. |
[8] | YANG Li-ping. Analysis of progressive failure of a loess landslide [J]. , 2018, 39(7): 2591-2598. |
[9] | HAN Bing, LIANG Jian-wen, ZHU Jun,. Effect of lenticle on seismic response of structures in deep water-saturated poroelastic soft site [J]. , 2018, 39(6): 2227-2236. |
[10] | FANG Zhi, CHEN Yu-min, HE Sen-kai, . A modified method for mechanical-hydraulic coupled simulation based on a single-phase fluid for desaturated sand soil [J]. , 2018, 39(5): 1851-1857. |
[11] | 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. |
[12] | LI Zhi-yuan, LI Jian-bo, LIN Gao, . Research on influence of partial terrain to scattering of Rayleigh wave based on SBFEM [J]. , 2018, 39(11): 4242-4250. |
[13] | LIU Zhen-ping, DU Gen-ming, CAI Jie, ZHOU Fan, LIU Jian, BIAN Kang,. Seamless coupling method of 3DGIS combined with 3DFEM simulation based on MeshPy [J]. , 2018, 39(10): 3841-3852. |
[14] | ZOU De-gao, LIU Suo, CHEN Kai, KONG Xian-jing, YU Xiang,. Static and dynamic analysis of seismic response nonlinearity for geotechnical engineering using quadtree mesh and polygon scaled boundary finite element method [J]. , 2017, 38(S2): 33-40. |
[15] | HE Wei-jie, YANG Dong-ying, CUI Zhou-fei. Comparison of theoretical and numerical solution for vertical vibration of a pile considering transverse inertia effect [J]. , 2017, 38(9): 2757-2763. |