›› 2010, Vol. 31 ›› Issue (1): 271-276.
• Numerical Analysis • Previous Articles Next Articles
LU De-chun1,DU Xiu-li1,YAO Yang-ping2,GONG Qiu-ming1
CLC Number:
[1] | LUO Bin-yu, YE Yi-cheng, CAO Zhong, WANG Qi-hu, LI Yu-fei, CHEN Hu, . Estimation of pillar strength and effect of inclination under gently inclined layered deposits based on Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2019, 40(5): 1940-1946. |
[2] | ZHANG Ling, CHEN Jin-hai, ZHAO Ming-hua. Maximum cantilever anti-slide piles spacing determination with consideration of soil arching effect [J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505. |
[3] | ZHANG De,LIU En-long,LIU Xing-yan,SONG Bing-tang, . Investigation on strength criterion for frozen silt soils [J]. , 2018, 39(9): 3237-3245. |
[4] | CHEN Song, QIAO Chun-sheng, YE Qing, DENG Bin. Composite damage constitutive model of rock mass with intermittent joints based on Mohr-Coulomb criterion [J]. , 2018, 39(10): 3612-3622. |
[5] | YANG Zi-han, YANG Xiao-li, XU Jing-shu, LI Yong-xin, SUN Zhi-bin,. Two methods for rock wall thickness calculation in karst tunnels based on upper bound theorem [J]. , 2017, 38(3): 801-809. |
[6] | LI Bin , LIU Yan-zhang , LIN Kun-feng,. Application scope of nonlinear Mohr-Coulomb criterion and its modification [J]. , 2016, 37(3): 637-646. |
[7] | WANG Zi-juan, LIU Xin-rong, FU Yan, ZHANG Liang, YUAN Wen, . Erosion analysis of argillaceous sandstone under dry-wet cycle in two pH conditions [J]. , 2016, 37(11): 3231-3239. |
[8] | LIAO Ming-jin , WANG Quan-cai , YUAN Cong-hua , TANG Hua , ZHANG Shui-hua,. Research on the pull-out capacity of the tunnel-type anchorage based on wedge-effect [J]. , 2016, 37(1): 185-192. |
[9] | ZHANG Jian-cheng , JIA Jin-qing , TU Bing-xiong , HE Hui-rong,. Application of two strength criteria to flexural deformation of Cosserat expanded constitutive model [J]. , 2016, 37(1): 279-286. |
[10] | JIA Shan-po ,LUO Jin-ze ,YANG Jian-ping ,GAO Min ,GONG Jun,. An elastoplastic damage constitutive model for salt rock considering confining pressure effect [J]. , 2015, 36(6): 1549-1556. |
[11] | CUI Jie, JIANG Quan, FENG Xia-ting, GAO Hong. Theoretical probability distribution of shear strength parameters for rock [J]. , 2015, 36(5): 1261-1274. |
[12] | WANG Juan , YU Hai-sui,. Development and its application of shakedown theory for road pavements [J]. , 2014, 35(5): 1255-1262. |
[13] | ZHAO Tong-bin ,JIANG Yao-dong ,ZHANG Yu-bao ,LIU Shan-shan,. Secondary development and engineering application of viscoelasto-plastic BK-MC anchorage model [J]. , 2014, 35(3): 881-886. |
[14] | JIA Shan-po ,CHEN Wei-zhong ,YU Hong-dan ,LI Xiang-ling. Study of hydro-mechanical-damage coupled creep constitutive model of mudstone, Part Ⅰ: Theoretical model [J]. , 2011, 32(9): 2596-2602. |
[15] | JIA Shan-po, CHEN Wei-zhong, YANG Jian-ping, CHEN Pei-shuai. An elastoplastic constitutive model based on modified Mohr-Coulomb criterion and its numerical implementation [J]. , 2010, 31(7): 2051-2058. |