›› 2004, Vol. 25 ›› Issue (12): 1933-1936.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHU Ai-jun1 , DENG An-fu1 , YAN Chang-wu1 , DENG wei-dong2
CLC Number:
[1] | YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua, . Study of contact cracks based on improved numerical manifold method [J]. Rock and Soil Mechanics, 2019, 40(5): 2016-2021. |
[2] | JIANG Hai-ming, LI Jie, WANG Ming-yang, . Theoretical and experimental research on the low-friction effect in slip stability of blocky rock mass [J]. Rock and Soil Mechanics, 2019, 40(4): 1405-1412. |
[3] | LIU Deng-xue, ZHANG You-liang, DING Xiu-li, HUANG Shu-ling, PEI Qi-tao, . Local mesh refinement algorithm based on analysis-suitable T-spline in numerical manifold method [J]. Rock and Soil Mechanics, 2019, 40(4): 1584-1595. |
[4] | KE Zhi-qiang, WANG Huan-ling, XU Wei-ya, LIN Zhi-nan, JI Hua, . Experimental study of mechanical behaviour of artificial columnar jointed rock mass containing transverse joints [J]. Rock and Soil Mechanics, 2019, 40(2): 660-667. |
[5] | LI Wei, WANG Zhe-chao, BI Li-ping, LIU Jie, . Representative elementary volume size for permeable property and equivalent permeability of fractured rock mass in radial flow configuration [J]. Rock and Soil Mechanics, 2019, 40(2): 720-727. |
[6] | SUN Qian-cheng, ZHENG Min-zong, LI Shao-jun, GUO Hao-sen, CHENG Yuan, PEI Shu-feng, JIANG Quan, . Variation characteristics and determination of tunnel relaxation depth of columnar jointed rock mass [J]. Rock and Soil Mechanics, 2019, 40(2): 728-736. |
[7] | 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. |
[8] | JIANG Xiong, XU Nu-wen, ZHOU Zhong, HOU Dong-qi, LI Ang, ZHANG Min, . Failure mechanism of surrounding rock of bus-bar tunnels at Lianghekou hydropower station subjected to excavation [J]. Rock and Soil Mechanics, 2019, 40(1): 305-314. |
[9] | LIU Yan-zhang, GUO Yun-lin , HUANG Shi-bing , CAI Yuan-tian , LI Kai-bing , WANG Liu-bao , LI Wei , . Study of fracture characteristics and strength loss of crack quasi-sandstone under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2018, 39(S2): 62-71. |
[10] | LI Shen-zhen, SHA Peng, WU Fa-quan, WU Jie. Anisotropic characteristics analysis of deformation of layered rock mass [J]. Rock and Soil Mechanics, 2018, 39(S2): 366-373. |
[11] | LIU Quan-sheng, LUO Ci-you, CHEN Zi-you, LIU He, SANG Hao-min, WANG Wen-kai, . Development of triaxial rheological testing equipment for in-situ rock mass [J]. Rock and Soil Mechanics, 2018, 39(S2): 473-479. |
[12] | LIU Gang, MA Feng-shan, ZHAO Hai-jun, FENG Xue-lei, GUO Jie,. Failure mechanisms study of heterogeneous jointed rock mass considering statistical damage model in tensile-shear test [J]. , 2018, 39(S1): 9-20. |
[13] | YANG Shi-kou, ZHANG Ji-xun, REN Xu-hua,. Study of three-dimensional crack propagation based on numerical manifold method [J]. , 2018, 39(S1): 488-494. |
[14] | LI Dong-qi, LI Zong-li, Lü Cong-cong. Analysis of fracture strength of rock mass considering fissure additional water pressure [J]. , 2018, 39(9): 3174-3180. |
[15] | GAO Qiang, ZHANG Qiang-yong, ZHANG Xu-tao, XIANG Wen,. Zonal disintegration mechanism analysis based on strain gradient of deep surrounding rock mass under dynamic unloading effect [J]. , 2018, 39(9): 3181-3194. |