Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (10): 2744-2756.doi: 10.16285/j.rsm.2021.2040
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
JIANG Wen-hao1, 2, 3, LI Jiang-shan1, 3, HUANG Xiao1, 3, CHENG Xin1, 2, 3, WAN Yong1, 3
CLC Number:
[1] | QIN Ai-fang, MENG Hong-ping, JIANG Liang-hua. Analysis of axisymmetric consolidation characteristics of unsaturated soils under surcharge loading and electro-osmosis [J]. Rock and Soil Mechanics, 2022, 43(S1): 97-106. |
[2] | WANG Lei, ZHANG Li-ting, SHEN Si-dong, XU Yong-fu, XIA Xiao-he, . Axisymmetric consolidation characteristics for unsaturated soils under piece-wise cyclic load [J]. Rock and Soil Mechanics, 2022, 43(S1): 203-212. |
[3] | ZHAI Zhang-hui, ZHANG Ya-guo, LI Tong-lu, XIAO Shu-xiong, . Solution for cylindrical cavity expansion in unsaturated soils considering boundary effect [J]. Rock and Soil Mechanics, 2022, 43(S1): 301-311. |
[4] | WANG Zu-xian, SHI Cheng-hua, GONG Chen-jie, CAO Cheng-yong, LIU Jian-wen, PENG Zhu, . Analytical method to estimate the influence of foundation pit excavation adjacent to the station (working shaft) on the underlying shield tunnel [J]. Rock and Soil Mechanics, 2022, 43(8): 2176-2190. |
[5] | WU Si-si, LUO Wen-qiang, LI Yin-can, CUI Wei-jian, WANG Shuo. Analysis of one-dimensional nonlinear consolidation of soft soil considering time-dependent loading with continuous drainage boundary [J]. Rock and Soil Mechanics, 2022, 43(6): 1503-1512. |
[6] | YANG Tao, JI Ying-zhu, . Analytical solution for consolidation of composite foundation with long vertical drains and short impervious columns under time-dependent loading [J]. Rock and Soil Mechanics, 2022, 43(5): 1187-1196. |
[7] | HU Hui-hua, HE Jian-qing, NIE Shi-cheng, . One-dimensional consolidation creep model for sandy grain muddy soil of Dongting Lake [J]. Rock and Soil Mechanics, 2022, 43(5): 1269-1276. |
[8] | LI Jing-pei, LIU Geng-yun, ZHOU Pan, . A semi-analytical solution for cavity undrained expansion in over-consolidated soils based on similarity transform theory [J]. Rock and Soil Mechanics, 2022, 43(3): 582-590. |
[9] | QIU Jin-wei, QUAN Quan, LIU Jun, TONG Jun, HU Bo, . Analytical solutions of contaminant transport in clay liner system under non-isothermal condition [J]. Rock and Soil Mechanics, 2022, 43(2): 423-431. |
[10] | ZHOU Rong-ming, WENG Xiao-lin, LI Lin, HOU Le-le, . Elastoplastic model of quasi-saturated clay considering gas phase hardening [J]. Rock and Soil Mechanics, 2022, 43(11): 2963-2972. |
[11] | WANG Jie, LI Chuan-xun, GUO Xiao, LU Meng-meng, . Analytical solution for nonlinear consolidation of soft soil with vertical drains by considering time- and depth-variation of well resistance [J]. Rock and Soil Mechanics, 2022, 43(10): 2828-2840. |
[12] | SU Xin-bin, LIAO Chen-cong, LIU Shi-ao, ZHANG Lu-lu, . Triaxial test for strength characteristics of saturated clay-structure interface based on prefabricated sliding surface [J]. Rock and Soil Mechanics, 2022, 43(10): 2852-2860. |
[13] | ZHAO Shuang, YU Jun, LIU Xin-yuan, HU Zhong-wei. Analytical study on dynamic response of cantilever underground rigid wall [J]. Rock and Soil Mechanics, 2022, 43(1): 152-159. |
[14] | WANG Zu-xian, SHI Cheng-hua, LIU Jian-wen. Analytical solution of additional response of shield tunnel under asymmetric jack thrust [J]. Rock and Soil Mechanics, 2021, 42(9): 2449-2460. |
[15] | LU Yi-wei, DING Xuan-ming, LIU Han-long, ZHENG Chang-jie, . Simplified analytical solution for vertical vibration of X-section pile in homogeneous viscoelastic soil [J]. Rock and Soil Mechanics, 2021, 42(9): 2472-2479. |
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