›› 2012, Vol. 33 ›› Issue (2): 354-360.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHU Xiao-ming1, 2, LI Hai-bo1, LIU Bo1, ZOU Fei1, MO Zhen-ze1, SONG Quan-jie1, NIU Lei1
CLC Number:
[1] | XIA Cai-chu, YU Qiang-feng, QIAN Xin, GUI Yang, ZHUANG Xiao-qing. Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness [J]. Rock and Soil Mechanics, 2020, 41(1): 57-66. |
[2] | ZHANG Yan-bo, SUN Lin, YAO Xu-long, LIANG Peng, TIAN Bao-zhu, LIU Xiang-xin, . Experimental study of time-frequency characteristics of acoustic emission key signals during granite fracture [J]. Rock and Soil Mechanics, 2020, 41(1): 157-165. |
[3] | KONG Liang, LIU Wen-zhuo, YUAN Qing-meng, DONG Tong, . Triaxial tests on gassy sandy soil under constant shear stress paths [J]. Rock and Soil Mechanics, 2019, 40(9): 3319-3326. |
[4] | SEISUKE Okubo, TANG Yang, XU Jiang, PENG Shou-jian, CHEN Can-can, YAN Zhao-song, . Application of 3D-DIC system in rock mechanic test [J]. Rock and Soil Mechanics, 2019, 40(8): 3263-3273. |
[5] | LIU Si-hong, SHEN Chao-min, MAO Hang-yu, SUN Yi. State-dependent elastoplastic constitutive model for rockfill materials [J]. Rock and Soil Mechanics, 2019, 40(8): 2891-2898. |
[6] | MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Mechanical properties and constitutive model of porous rock under loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(7): 2673-2685. |
[7] | YAN Zhi-xin, LONG Zhe, QU Wen-rui, ZHANG Sen, JIANG Ping, . The effect of shear on the anchorage interface of rock slope with weak layers under earthquake [J]. Rock and Soil Mechanics, 2019, 40(7): 2882-2890. |
[8] | TIAN Jun, LU Gao-ming, FENG Xia-ting, LI Yuan-hui, ZHANG Xi-wei. Experimental study of the microwave sensitivity of main rock-forming minerals [J]. Rock and Soil Mechanics, 2019, 40(6): 2066-2074. |
[9] | 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. |
[10] | JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A nonlinear creep model of rock based on the strain softening index [J]. Rock and Soil Mechanics, 2019, 40(6): 2239-2246. |
[11] | 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. |
[12] | HE Zi-lu, LIU Wei, HE Si-ming, YAN Shuai-xing, . Shear dilatancy mechanism and process simulation of rapid sliding of saturated loose deposits [J]. Rock and Soil Mechanics, 2019, 40(6): 2389-2396. |
[13] | XU Jiang, QU Jia-mei, LIU Yi-xin, PENG Shou-jian, WANG Wei, WU Shan-kang, . Influence of filling material on the behavior of joints under cyclic shear loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1627-1637. |
[14] | SU Guo-shao, YAN Si-zhou, YAN Zhao-fu, ZHAI Shao-bin, YAN Liu-bin, . Evolution characteristics of acoustic emission in rockburst process under true-triaxial loading conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1673-1682. |
[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. |