›› 2006, Vol. 27 ›› Issue (12): 2250-2254.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
YAO Zhan-yong1, LIAN Ji-jian1, REN Xian-yong3
CLC Number:
[1] | KONG Xian-jing, NING Fan-wei, LIU Jing-mao, ZOU De-gao, ZHOU Chen-guang, . Influences of stress paths and saturation on particle breakage of rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(6): 2059-2065. |
[2] | YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084. |
[3] | GONG Feng-qiang, WU Wu-xing, LI Tian-bin, SI Xue-feng, . Simulation experimental study of spalling failure of surrounding rock of rectangular tunnel of deep hard rock [J]. Rock and Soil Mechanics, 2019, 40(6): 2085-2098. |
[4] | LI Jian-peng, GAO Ling, MU Huan-sheng. Dilatancy characteristics of sandstone and its function of dilatancy angle under high confining pressure and unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(6): 2119-2126. |
[5] | WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153. |
[6] | ZHAO Zhen-hua, ZHANG Xiao-jun, LI Xiao-cheng, . Experimental study of stress relaxation characteristics of hard rocks with pressure relief hole [J]. Rock and Soil Mechanics, 2019, 40(6): 2192-2199. |
[7] | WANG Hai-jun, YU Shu-yang, REN Ran, TANG Lei, LI Xin-yun, JIA Yu, . Study on failure of brittle solids with circular hole and internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2019, 40(6): 2200-2212. |
[8] | CHEN Jian-xu, SONG Wen-wu, . Non-limit active earth pressure for retaining wall under translational motion [J]. Rock and Soil Mechanics, 2019, 40(6): 2284-2292. |
[9] | YU Guo, XIE Mo-wen, SUN Zi-hao, LIU Peng. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS [J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340. |
[10] | JIANG Bing-nan, MA Jian-lin, LI Meng-hao, CHU Jing-lei. Experiments on spatial stress of foot blade during caisson sinking in water [J]. Rock and Soil Mechanics, 2019, 40(5): 1693-1703. |
[11] | ZHANG Sheng, WANG Long-fei, CHANG Xu, WANG Dong-kun, WANG Xiao-liang, QIAO Yang, . Experimental study of size effect of fracture toughness of limestone using the notched semi-circular bend samples [J]. Rock and Soil Mechanics, 2019, 40(5): 1740-1749. |
[12] | LI Xiu-lei, LI Jin-feng, SHI Jian-yong, . Elastoplastic constitutive model for municipal solid waste considering the effect of fibrous reinforcement [J]. Rock and Soil Mechanics, 2019, 40(5): 1916-1924. |
[13] | JI Guo-fa, LI Kui-dong, ZHANG Gong-she, LI Shao-ming, ZHANG Lei, LIU Wei, . Fractal calculation method of model I fracture toughness of shale rock and its application [J]. Rock and Soil Mechanics, 2019, 40(5): 1925-1931. |
[14] | YU Yu, LIU Xin-rong, LIU Yong-quan, . Field experimental investigation on prestress loss law of anchor cable in foundation pits [J]. Rock and Soil Mechanics, 2019, 40(5): 1932-1939. |
[15] | WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976. |
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