›› 2018, Vol. 39 ›› Issue (7): 2361-2370.doi: 10.16285/j.rsm.2016.2271
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
ZHANG Tian-jun1, SHANG Hong-bo2, LI Shu-gang3, WEI Wen-wei1, BAO Ruo-yu3, PAN Hong-yu3
CLC Number:
TD 315
[1] | MAO Jia-hua, YUAN Da-jun, YANG Jiang-xiao, ZHANG Bing, . A theoretical study of porosity characteristics on the excavation face of slurry shield in sand stratum [J]. Rock and Soil Mechanics, 2020, 41(7): 2283-2292. |
[2] | HOU Zhi-qiang, WANG Yu, LIU Dong-qiao, LI Chang-hong, LIU Hao. Experimental study of mechanical properties of marble under triaxial unloading confining pressure after fatigue loading [J]. Rock and Soil Mechanics, 2020, 41(5): 1510-1520. |
[3] | WANG Gang, QIN Xiang-jie, JIANG Cheng-hao, ZHANG Zhen-yu. Simulations of temperature effects on seepage and deformation of coal microstructure in 3D CT reconstructions [J]. Rock and Soil Mechanics, 2020, 41(5): 1750-1760. |
[4] | LI Zong-ze, JIANG De-yi, FAN Jin-yang, CHEN Jie, LIU Wei, WU Fei, DU Chao, KANG Yan-fei. Experimental study of triaxial interval fatigue of salt rock [J]. Rock and Soil Mechanics, 2020, 41(4): 1305-1312. |
[5] | LI Kang, WANG Wei, YANG Dian-sen, CHEN Wei-zhong, QI Xian-yin , TAN Cai. Application of periodic oscillation method in low permeability measurement [J]. Rock and Soil Mechanics, 2020, 41(3): 1086-1094. |
[6] | FANG Jin-jin, FENG Yi-xin, WANG Li-ping, YU Yong-qiang, . Effective stress yielding behavior of unsaturated loess under true triaxial conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 492-500. |
[7] | WEI Gang, ZHANG Xin-hai, LIN Xin-bei, HUA Xin-xin, . Variations of transverse forces on nearby shield tunnel caused by foundation pits excavation [J]. Rock and Soil Mechanics, 2020, 41(2): 635-644. |
[8] | TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654. |
[9] | FAN Yun-hui, ZHU Qi-zhi, NI Tao, ZHANG Kun, ZHANG Zhen-nan, . A brittle-ductile transition constitutive model based on discrete elastic tensors [J]. Rock and Soil Mechanics, 2019, 40(S1): 181-188. |
[10] | DING Chang-dong, ZHANG Yang, YANG Xiang-tong, HU Da-wei, ZHOU Hui, LU Jing-jing, . Permeability evolution of tight sandstone under high confining pressure and high pore pressure and its microscopic mechanism [J]. Rock and Soil Mechanics, 2019, 40(9): 3300-3308. |
[11] | WU Shuang-shuang, HU Xin-li, ZHANG Han, ZHOU Chang, GONG Hui, . Field test and calculation method of negative skin friction of rock-socketed piles [J]. Rock and Soil Mechanics, 2019, 40(9): 3610-3617. |
[12] | MAO Xiao-long, LIU Yue-tian, GUAN Wen-long, REN Xing-nan, FENG Yue-li, DING Zu-peng, . An effective stress equation for pore volume strain [J]. Rock and Soil Mechanics, 2019, 40(8): 3004-3010. |
[13] | WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan. Experimental study of seepage characteristics of consecutive and filling fracture with different roughness levels and gap-widths [J]. Rock and Soil Mechanics, 2019, 40(8): 3062-3070. |
[14] | ZHENG Kun, MENG Qing-shan, WANG Ren, WU Wen-juan, . Elastic wave properties of coral reef limestone with different structural types [J]. Rock and Soil Mechanics, 2019, 40(8): 3081-3089. |
[15] | MA De-peng, ZHOU Yan, LIU Chuan-xiao, SHANG Yan-dong, . Energy evolution characteristics of coal failure in triaxial tests under different unloading confining pressure rates [J]. Rock and Soil Mechanics, 2019, 40(7): 2645-2652. |
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