›› 2011, Vol. 32 ›› Issue (10): 3009-3013.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LIU En-long1, 2, 3, HUANG Run-qiu3, HE Si-ming1
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] | MA Wei-jia, CHEN Guo-xing, WU Qi, . Experimental study on liquefaction resistance of coral sand under complex loading conditions [J]. Rock and Soil Mechanics, 2020, 41(2): 535-542. |
[3] | LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560. |
[4] | 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. |
[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] | TANG Xiao-wu, LIU Jiang-nan, YANG Xiao-qiu, YU Yue. Theoretical study of dynamic pore water pressure dissipation characteristics of open-hole pipe pile [J]. Rock and Soil Mechanics, 2019, 40(9): 3335-3343. |
[7] | 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. |
[8] | 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. |
[9] | ZHANG Hai-ting, YANG Lin-qing, GUO Fang, . Solution and analysis of dynamic response for rigid buried pipe in multi-layered soil based on SBFEM [J]. Rock and Soil Mechanics, 2019, 40(7): 2713-2722. |
[10] | WANG Chen-lin, ZHANG Xiao-dong, DU Zhi-gang, . Experimental study of the permeability of coal specimen with pre-existing fissure under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2019, 40(6): 2140-2153. |
[11] | 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. |
[12] | XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, . Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level [J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490. |
[13] | ZHANG Xun, HUANG Mao-song, HU Zhi-ping, . Model tests on cumulative deformation characteristics of a single pile subjected to lateral cyclic loading in sand [J]. Rock and Soil Mechanics, 2019, 40(3): 933-941. |
[14] | DONG Jian-xun, LIU Hai-xiao, LI Zhou. A bounding surface plasticity model of sand for cyclic loading analysis [J]. Rock and Soil Mechanics, 2019, 40(2): 684-692. |
[15] | 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. |
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