›› 2015, Vol. 36 ›› Issue (8): 2409-2418.doi: 10.16285/j.rsm.2015.08.038
• Numerical Analysis • Previous Articles Next Articles
ZHANG Chun-hui1, ZHAO Ying-fei2, WANG Lai-gui3, YU Yong-jiang3
CLC Number:
[1] | 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. |
[2] | ZHOU Jia-zuo, WEI Chang-fu, WEI Hou-zhen, YANG Zhou-jie, LI Li-xin, LI Yan-long, DING Gen-rong, . Development and application of multi-functional triaxial test system for hydrate-bearing sediments [J]. Rock and Soil Mechanics, 2020, 41(1): 342-352. |
[3] | 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. |
[4] | DOU Jin-zhong, SHAO Xue-ying, LIAO Chen-cong, CHEN Jin-jian, . Study on multi-tamping effects under different arrangement forms of tamping location [J]. Rock and Soil Mechanics, 2019, 40(S1): 527-534. |
[5] | 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. |
[6] | 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. |
[7] | 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. |
[8] | ZHAO Ding-feng, LIANG Ke, CHEN Guo-xing, XIONG Hao, ZHOU Zheng-long, . Experimental investigation on a new incremental pore pressure model characterized by shear-volume strain coupling effect [J]. Rock and Soil Mechanics, 2019, 40(5): 1832-1840. |
[9] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, LI Xue-bin, ZHANG Jian-jun, REN Kun, . Cyclic triaxial test on saturated silty clay under partial drainage condition with variable confining pressure [J]. Rock and Soil Mechanics, 2019, 40(4): 1413-1419. |
[10] | ZHOU Hui, SONG Ming, ZHANG Chuan-qing, LU Jing-jing, LIU Zhen-jiang, SHI Lin-ken, . Effect of confining pressure on mechanical properties of horizontal layered composite rock [J]. Rock and Soil Mechanics, 2019, 40(2): 465-473. |
[11] | LI Xiao-zhao, SHAO Zhu-shan, QI Cheng-zhi, . Study on rock crack damage and confining pressure effects on shear fracture band [J]. Rock and Soil Mechanics, 2019, 40(11): 4249-4258. |
[12] | YANG Xiao-bin, CHENG Hong-ming, LÜ Jia-qi, HOU Xin, NIE Chao-gang, . Energy consumption ratio evolution law of sandstones under triaxial cyclic loading [J]. Rock and Soil Mechanics, 2019, 40(10): 3751-3757. |
[13] | HUANG Jue-hao, CHEN Jian, KONG Ling-zhi, LIU Fu-sheng, KE Wen-hui, QIU Yue-feng, , LI Jian-bin, . Experimental study of dynamic behaviors of saturated soft clay considering coupling effects of cyclic confining pressure and vibration frequency [J]. Rock and Soil Mechanics, 2019, 40(1): 173-182. |
[14] | SHENG Yun-feng, CHEN Yuan, ZHOU Wei, MA Gang, CHANG Xiao-lin, . Dynamic response analysis of rockfill dam based on modified dynamic shear modulus model [J]. Rock and Soil Mechanics, 2018, 39(S2): 405-414. |
[15] | WANG Peng-fei, LI Chang-hong, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Experimental study of seepage characteristics of soil-rock mixture with different rock contents in fault zone [J]. Rock and Soil Mechanics, 2018, 39(S2): 53-61. |