›› 2011, Vol. 32 ›› Issue (S1): 403-0407.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
TAO Shuai, WANG Xue-bin, PAN Yi-shan, WANG Wei
CLC Number:
[1] | HE Peng-fei, MA Wei, MU Yan-hu, HUANG Yong-ting, DONG Jian-hua, . Experimental analysis of interfacial shear behavior of loess-mortar block and construction of constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 82-90. |
[2] | XIA Cai-chu, LIU Yu-peng, WU Fu-bao, XU Chen, DENG Yun-gang, . Viscoelasto-viscoplastic solutions for circular tunnel based on Nishihara model [J]. Rock and Soil Mechanics, 2019, 40(5): 1638-1648. |
[3] | FANG Jin-jin, FENG Yi-xin, ZHAO Wei-long, WANG Li-ping, YU Yong-qiong, . Nonlinear constitutive model for intact loess in true tri-axial tests [J]. Rock and Soil Mechanics, 2019, 40(2): 517-528. |
[4] | YANG Gong-biao, ZHANG Cheng-ping, MIN Bo, CAI Yi, . Elastic solution of soil displacement induced by shallow circular tunnel with a cavern in a stratum using function of complex variable method [J]. Rock and Soil Mechanics, 2018, 39(S2): 25-36. |
[5] | WANG Jie, GONG Jing-wei, ZHAO Ze-yin. Position, direction of strain localization of rock-like specimens under uniaxial compression and its application to early-warning [J]. Rock and Soil Mechanics, 2018, 39(S2): 186-194. |
[6] | ZHANG Bing-qiang, WANG Qi-yun, LU Xiao-ying, . Analytical solution for non-Darcian seepage field of a shallow circular tunnel in soft soil [J]. Rock and Soil Mechanics, 2018, 39(12): 4377-4384. |
[7] | GAO Jun-cheng , GUO Ying , JIA Jin-qing , TU Bing-xiong,. Progressive failure behavior of saturated fine sand based on digital image measuring system [J]. , 2016, 37(5): 1343-1350. |
[8] | XU Yuan, LI Liang, ZOU Jin-feng, YUAN Zhen. Generalized Hoek-Brown solution of circular tunnel considering effects of axial stress and seepage force [J]. , 2015, 36(10): 2837-2846. |
[9] | MENG Qiang ,ZHAO Hong-bo ,RU Zhong-liang,. Equivalent strength parameters and reliability analysis of circular tunnel with rock bolt supporting [J]. , 2014, 35(S1): 437-442. |
[10] | Lü Ai-zhong,QIN Yuan,CHEN Hong-yu. Stress analysis of deep horseshoe tunnel considering support delay [J]. , 2014, 35(S1): 42-48. |
[11] | WANG Shui-lin,ZHENG Hong,LIU Quan-sheng,GUO Ming-wei,GE Xiu-run. Principle of analysis of strain-softening rock mass and its application [J]. , 2014, 35(3): 609-621. |
[12] | YU Cun , CHU Xi-hua , TANG Hong-xiang , XU Yuan-jie . Study of effect of particle breakage based on Cosserat continuum [J]. , 2013, 34(S1): 67-72. |
[13] | CHEN Long,CHU Xi-hua,ZHANG Ming-long,XU Yuan-jie. A comparative analysis of strain localization of granular materials based on CLoE and Gudehus-Bauer hypoplastic models [J]. , 2013, 34(11): 3306-3314. |
[14] | BIAN Yue-wei ,XIA Cai-chu ,XIAO Wei-min ,ZHANG Guo-zhu . Visco-elastoplastic solutions for circular tunnel considering stress release and softening behaviour of rocks [J]. , 2013, 34(1): 211-220. |
[15] | WANG Xue-bin, WU Xiao-lin, PAN Yi-shan, ZHANG Chun-ye. Evolution of stress and strain in surrounding rock of a circular tunnel based on a grain-interface-matrix model [J]. , 2012, 33(S2): 314-320. |
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