Rock and Soil Mechanics ›› 2022, Vol. 43 ›› Issue (8): 2092-2102.doi: 10.16285/j.rsm.2021.1859
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
LI Chun-lin
CLC Number:
[1] | LUO Wei-ping, YUAN Da-jun, JIN Da-long, LU Ping, CHEN Jian, GUO Hai-peng, . Centrifugal model test on relationship between support pressure of shield tunnel face and ground deformation in water rich sand strata [J]. Rock and Soil Mechanics, 2022, 43(S2): 345-354. |
[2] | DAI Tian-yi, XIAO Shi-guo, . Settlement calculation method of rigid pile composite foundation considering interaction between supported embankment and improved zone [J]. Rock and Soil Mechanics, 2022, 43(S1): 479-489. |
[3] | DENG You-sheng, LI Ling-tao, PENG Cheng-pu, LI Long, LIU Jun-cong, FU Yun-bo. Model tests on geogrid reinforced pile supported embankment under static and dynamic loads [J]. Rock and Soil Mechanics, 2022, 43(8): 2149-2156. |
[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] | YANG Jian-ping, WANG Chen, HUANG Yu-cheng, QIN Chuan, CHEN Wei-zhong, . Variation law of segment strain increment of an underwater shield tunnel during normal operation [J]. Rock and Soil Mechanics, 2022, 43(8): 2253-2262. |
[6] | ZHANG Jian, QI Rui-yu, ZONG Jing-yao, FENG Tu-gen. Failure mechanism of shield tunnel circumferential excavation face and the influence of the dilatancy effect on the tunnel stability [J]. Rock and Soil Mechanics, 2022, 43(7): 1833-1844. |
[7] | ZHANG Zhi-guo, YE Tong, ZHANG Cheng-ping, PAN Y T, WU Zhong-teng, . Response analysis of sand seepage pressure around shield tunnel in sloping seabed under Stokes second order wave [J]. Rock and Soil Mechanics, 2022, 43(6): 1635-1659. |
[8] | ZHU Min, CHEN Xiang-sheng, ZHANG Guo-tao, PANG Xiao-chao, SU Dong, LIU Ji-qiang, . Parameter back-analysis of hardening soil model for granite residual soil and its engineering applications [J]. Rock and Soil Mechanics, 2022, 43(4): 1061-1072. |
[9] | 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. |
[10] | ZHU Sheng, ZHANG Yuan, JIALIBIEKE Ahalibieke, YU Jian-qing, HE Zhao-sheng, . Joint inversion method of instantaneous and creep parameters of rockfill dam based on incremental analysis [J]. Rock and Soil Mechanics, 2021, 42(5): 1453-1461. |
[11] | WU Ben, LIU Wei, SHI Pei-xin, FU Chun-qing, . Two-dimensional spiral failure model of the heading face of shield tunneling [J]. Rock and Soil Mechanics, 2021, 42(3): 767-774. |
[12] | CHEN Yu-sheng, DING Zu-de, ZI Hao, LIU Zheng-chu, JI Xia-fei, . Seismic vulnerability analysis of shield tunnels considering cavitation [J]. Rock and Soil Mechanics, 2021, 42(12): 3385-3396. |
[13] | CUI Peng-bo, ZHU Yong-quan, LIU Yong, ZHU Zheng-guo, PAN Ying-dong, . Model test and particle flow numerical simulation of soil arch effect for unsaturated sandy soil tunnel [J]. Rock and Soil Mechanics, 2021, 42(12): 3451-3466. |
[14] | DAI Xuan, GUO Wang, CHENG Xue-song, HUO Hai-feng, LIU Guo-guang, . Field measurement and numerical analysis for evaluating longitudinal settlement induced by shield tunneling parallel to building [J]. Rock and Soil Mechanics, 2021, 42(1): 233-244. |
[15] | BAO Ning, WEI Jing, CHEN Jian-feng. Three dimensional discrete element analysis of soil arching in piled embankment [J]. Rock and Soil Mechanics, 2020, 41(S1): 347-354. |
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