Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (3): 833-845.doi: 10.16285/j.rsm.2020.0741
• Geotechnical Engineering • Previous Articles Next Articles
GU Xiao-qiang1, 2, WU Rui-tuo1, 2, LIANG Fa-yun1, 2, GAO Guang-yun1, 2
CLC Number:
[1] | FU He-lin, AN Peng-tao, LI Kai, CHENG Guo-wen, LI Jie, YU Xiao-hui, . Analysis of influence of surrounding rock heterogeneity on water inrush in tunnel [J]. Rock and Soil Mechanics, 2021, 42(6): 1519-1528. |
[2] | LU Tai-shan, LIU Song-yu, CAI Guo-jun, WU Kai, XIA Wen-jun, . Study on the disturbance and recompression settlement of soft soil induced by foundation excavation [J]. Rock and Soil Mechanics, 2021, 42(2): 565-573. |
[3] | SHI Jiang-wei, FAN Yan-bo, PEI Wei-wei, CHEN Yong-hui, ZHANG Xian, . An investigation of deformation mechanisms of jointed pipelines due to underneath tunnel excavation [J]. Rock and Soil Mechanics, 2021, 42(1): 143-150. |
[4] | ZENG Chao-feng, XUE Xiu-li, SONG Wei-wei, LI Miao-kun, BAI Ning. Mechanism of foundation pit deformation caused by dewatering before soil excavation: an experimental study [J]. Rock and Soil Mechanics, 2020, 41(9): 2963-2972. |
[5] | MAO Jia-hua, YUAN Da-jun, YANG Jiang-xiao, ZHANG Bing, . A theoretical study of porosity characteristics on the excavation face of slurry shield in sand stratum [J]. Rock and Soil Mechanics, 2020, 41(7): 2283-2292. |
[6] | YAO Hong-bo, LI Bing-he, TONG Lei, LIU Xing-wang, CHEN Wei-lin. Analysis of metro tunnel deformation by upper excavation unloading considering spatial effect in soft soil [J]. Rock and Soil Mechanics, 2020, 41(7): 2453-2460. |
[7] | MAO Hao-yu, XU Nu-wen, LI Biao, FAN Yi-lin, WU Jia-yao, MENG Guo-tao, . Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring [J]. Rock and Soil Mechanics, 2020, 41(7): 2470-2484. |
[8] | HOU Gong-yu, JING Hao-yong, LIANG Jin-ping, TAN Jin-xin, ZHANG Yong-kang, YANG Xi, XIE Xin, . Experimental study on surrounding rock deformation and acoustic emission characteristics of rectangular roadway under different loads [J]. Rock and Soil Mechanics, 2020, 41(6): 1818-1828. |
[9] | WANG Hong-xin, SHEN Xu-kai, . Heave-resistant stability analysis method of foundation pit considering support [J]. Rock and Soil Mechanics, 2020, 41(5): 1680-1689. |
[10] | YANG Yan-shuang, ZHOU Hui, MEI Song-hua, ZHANG Zhan-rong, LI Jin-lan. A case study of the excavation damage zone expansion time effect in hard brittle country rock under high geostress: characteristics and mechanism [J]. Rock and Soil Mechanics, 2020, 41(4): 1357-1365. |
[11] | MI Bo, XIANG Yan-yong, . Model experiment and calculation analysis of excavation-seepage stability for shallow shield tunneling in sandy ground [J]. Rock and Soil Mechanics, 2020, 41(3): 837-848. |
[12] | HOU Hui-ming, HU Da-wei, ZHOU Hui, LU Jing-jing, LÜ Tao, ZHANG Fan. Thermo-hydro-mechanical coupling numerical simulation method for high-level waste geological repository considering excavation damage [J]. Rock and Soil Mechanics, 2020, 41(3): 1056-1064. |
[13] | WANG Guo-hui, CHEN Wen-hua, NIE Qing-ke, CHEN Jun-hong, FAN Hui-hong, ZHANG Chuan, . Impacts of pit excavation on foundation piles in deep silty soil by centrifugal model tests [J]. Rock and Soil Mechanics, 2020, 41(2): 399-407. |
[14] | 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. |
[15] | KE Jin-fu, WANG Shui-lin, ZHENG Hong, YANG Yong-tao, . Application and promotion of a modified symmetric and anti-symmetric decomposition-based three-dimensional numerical manifold method [J]. Rock and Soil Mechanics, 2020, 41(2): 695-706. |