Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (12): 3238-3248.doi: 10.16285/j.rsm.2021.0780
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WU Fei-peng1, FAN Xian-zhang1, XU Er-si2, YANG Tao3, YAN Bing-fu1, LIU Jing1
CLC Number:
[1] | HU Jing, TANG Yue, ZHANG Jia-kang, DENG Tao. Dynamic responses of saturated soft soil foundation under high speed train [J]. Rock and Soil Mechanics, 2021, 42(11): 3169-3181. |
[2] | HU Wei, ZHU Hai-tao, JIANG Ming-jing, LI Wen-hao, . Characteristics of excess pore pressure of hydrate decomposition considering the effect of energy soil permeability [J]. Rock and Soil Mechanics, 2021, 42(10): 2755-2762. |
[3] | ZHAN Liang-tong, SUN Qian-qian, GUO Xiao-gang, CHEN Rui, CHEN Yun-min, . Estimation of undrained shear strength of completely decomposed granite waste during rapid landfilling [J]. Rock and Soil Mechanics, 2021, 42(1): 50-58. |
[4] | SHAO Chang-yue, PAN Peng-zhi, ZHAO De-cai, YAO Tian-bo, MIAO Shu-ting, YU Pei-yang, . Effect of pumping rate on hydraulic fracturing breakdown pressure and pressurization rate [J]. Rock and Soil Mechanics, 2020, 41(7): 2411-2421. |
[5] | LIU Jian-min, QIU Yue, GUO Ting-ting, SONG Wen-zhi, GU Chuan, . Comparative experimental study on static shear strength and postcyclic strength of saturated silty clay [J]. Rock and Soil Mechanics, 2020, 41(3): 773-780. |
[6] | CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460. |
[7] | YU Li, LÜ Cheng, DUAN Ru-yu, WANG Ming-nian, . Upper bound limit analysis of three-dimensional collapse mechanism of shallow buried soil tunnel under pore pressure based on nonlinear Mohr-Coulomb criterion [J]. Rock and Soil Mechanics, 2020, 41(1): 194-204. |
[8] | LOU Ye, ZHANG Guang-qing. Experimental analysis of fracturing fluid viscosity on cyclic hydraulic fracturing [J]. Rock and Soil Mechanics, 2019, 40(S1): 109-118. |
[9] | 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. |
[10] | 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. |
[11] | ZHANG Qiang, LI Xiao-chun, ZHOU Ying-bo, SHI Lu, BAI Bing, . Shear behavior of the Triassic sandstone in Sichuan under high pore pressure of H2O/CO2 conditions [J]. Rock and Soil Mechanics, 2019, 40(8): 3028-3036. |
[12] | WU Jin-wen, FENG Zi-jun, LIANG Dong, BAO Xian-kai, . Characteristics of granite failure by injecting high-temperature-vapour under uniaxial stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2637-2644. |
[13] | ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long. Experimental study on undrained behavior of saturated silt subject to wave loading [J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702. |
[14] | 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. |
[15] | ZHANG Fan, MA Geng, FENG Dan, . Hydraulic fracturing simulation test and fracture propagation analysis of large-scale coal rock under true triaxial conditions [J]. Rock and Soil Mechanics, 2019, 40(5): 1890-1897. |
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