›› 2006, Vol. 27 ›› Issue (S1): 1069-1074.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Hong-ru,HU Zai-qiang,CHEN Cun-li,XIE Ding-yi
CLC Number:
[1] | 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. |
[2] | ZHENG Guo-feng, GUO Xiao-xia, SHAO Long-tan, . Experimental verification of an unsaturated shear strength criterion based on the state surface expression [J]. Rock and Soil Mechanics, 2019, 40(4): 1441-1448. |
[3] | QIU Min, YUAN Qing, LI Chang-jun, XIAO Chao-chao, . Comparative study of calculation methods for undrained shear strength of clay based on cavity expansion theory [J]. Rock and Soil Mechanics, 2019, 40(3): 1059-1066. |
[4] | ZHENG An-xing, LUO Xian-qi, CHEN Zhen-hua, . Hydraulic fracturing coupling model of rock mass based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(2): 799-808. |
[5] | DUAN Xiao-meng, ZENG Li-feng, . Bearing structure of unsaturated soil and generalized structural properties [J]. , 2018, 39(9): 3103-3112. |
[6] | SONG Jia, GU Quan, XU Cheng-shun, DU Xiu-li,. Implementation of fully explicit method for dynamic equation of saturated soil in OpenSees [J]. , 2018, 39(9): 3477-3485. |
[7] | SONG Jia, DU Xiu-li, XU Cheng-shun, SUN Bao-yin,. Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [J]. , 2018, 39(8): 3061-3070. |
[8] | ZHANG Tian-jun, SHANG Hong-bo, LI Shu-gang, WEI Wen-wei, BAO Ruo-yu, PAN Hong-yu,. Permeability tests of fractured sandstone with different sizes of fragments under three-dimensional stress states [J]. , 2018, 39(7): 2361-2370. |
[9] | LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406. |
[10] | 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. |
[11] | LUO Xian-qi, ZHENG An-xing,. Application of extended finite element method in modelling fracture of rock mass [J]. , 2018, 39(2): 728-734. |
[12] | LI Lin, LI Jing-pei, ZHAO Gao-wen, CUI Ji-fei, . Time-dependent bearing capacity of a jacked pile based on the effective stress method [J]. Rock and Soil Mechanics, 2018, 39(12): 4547-4553. |
[13] | 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. |
[14] | LI Rui-shan, YUAN Xiao-ming, LI Cheng-cheng. Analysis of relationship between dynamic shear strain and vibration velocity of horizontal soil layers [J]. , 2018, 39(10): 3623-3630. |
[15] | 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. |
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