›› 2015, Vol. 36 ›› Issue (S1): 609-613.doi: 10.16285/j.rsm.2015.S1.106
• Numerical Analysis • Previous Articles Next Articles
CHEN Xi1, ZHANG Xun-wei1, CHEN Jia-lin1, JIN Feng1, YU Yu-zhen2
CLC Number:
[1] | SU Yong-hua, LI Cheng-cheng. Stability analysis of slope based on Green-Ampt model under heavy rainfall [J]. Rock and Soil Mechanics, 2020, 41(2): 389-398. |
[2] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[3] | ZUO Yong-zhen, ZHAO Na. Experimental study on the seepage filter protection of core-wall material slurry under extreme conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 520-526. |
[4] | DENG Zi-qian, CHEN Jia-shuai, WANG Jian-wei, LIU Xiao-wen, . Constitutive model and experimental study of uniform yield surface based on SFG model [J]. Rock and Soil Mechanics, 2020, 41(2): 527-534. |
[5] | LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560. |
[6] | CHENG Hao, TANG Hui-ming, WU Qiong, LEI Guo-ping, . An elasto-plasticity extended Cam-clay model for unsaturated soils using explicit integration algorithm in FEM with hydraulic hysteresis [J]. Rock and Soil Mechanics, 2020, 41(2): 676-686. |
[7] | LIU Cheng-yu, CHEN Bo-wen, LUO Hong-lin, RUAN Jia-chun, . Experimental study of seepage erosion induced by pipeline damage under full pipe flow condition [J]. Rock and Soil Mechanics, 2020, 41(1): 1-10. |
[8] | WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min. Permeability evolution of compacted clay during triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 32-38. |
[9] | XIA Cai-chu, YU Qiang-feng, QIAN Xin, GUI Yang, ZHUANG Xiao-qing. Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness [J]. Rock and Soil Mechanics, 2020, 41(1): 57-66. |
[10] | ZHI Yong-yan, DENG Hua-feng, XIAO Yao, DUAN Ling-ling, CAI Jia, LI Jian-lin. Analysis of seepage characteristics of fractured rock mass reinforced by microbial grouting [J]. Rock and Soil Mechanics, 2019, 40(S1): 237-244. |
[11] | YE Guan-bao, ZHENG Wen-qiang, ZHANG Zhen, . Investigation on distribution of negative friction of frictional piles in large filling sites [J]. Rock and Soil Mechanics, 2019, 40(S1): 440-448. |
[12] | XU Jiang, WU Jun-yu, LIU Yi-xin, LIE Jiao, . Experimental study of shear-seepage coupling properties of rock mass under different filling degrees [J]. Rock and Soil Mechanics, 2019, 40(9): 3416-3424. |
[13] | NIE Xiu-peng, PANG Huan-ping, SUN Zhi-bin, XIE Song-mei, HOU Chao-qun. Upper bound analysis of seismic stability of 3D reinforced slopes [J]. Rock and Soil Mechanics, 2019, 40(9): 3483-3492. |
[14] | ZHOU Feng-xi, LIU Hong-bo, . Propagation characteristics of Rayleigh waves in unsaturated soils [J]. Rock and Soil Mechanics, 2019, 40(8): 3218-3226. |
[15] | CHEN Jian-gong, LI Hui, HE Zi-yong, . Homogeneous soil slope stability analysis based on variational method [J]. Rock and Soil Mechanics, 2019, 40(8): 2931-2937. |