Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (3): 767-774.doi: 10.16285/j.rsm.2020.1081
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
WU Ben1, LIU Wei1, SHI Pei-xin1, FU Chun-qing2
CLC Number:
[1] | LIU Jia, FENG De-luan, . A multi-scale coupling finite element method based on the microscopic soil particle motions [J]. Rock and Soil Mechanics, 2021, 42(4): 1186-1200. |
[2] | ZHANG Ze, MA Wei, ROMAN Lidia, MELNIKOV Andrey, YANG Xi, LI Hong-bi, . Freeze-thaw cycles-physical time analogy theory based method for predicting long-term shear strength of frozen soil [J]. Rock and Soil Mechanics, 2021, 42(1): 86-92. |
[3] | 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. |
[4] | 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. |
[5] | LIU Jia-shun, WANG Lai-gui, ZHANG Xiang-dong, YANG Jian-jun, SUN Jia-bao, . An asymptotic state constitutive model for saturated clay under partial drainage [J]. Rock and Soil Mechanics, 2020, 41(2): 485-491. |
[6] | YANG Zhen-xing, CHEN Jian, SUN Zhen-chuan, YOU Yong-feng, ZHOU Jian-jun, LÜ Qian-qian, . Experimental study on improved seawater slurry for slurry shield [J]. Rock and Soil Mechanics, 2020, 41(2): 501-508. |
[7] | 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. |
[8] | HOU Gong-yu, LI Zi-xiang, HU Ta, ZHOU Tian-ci, XIAO Hai-lin, . Study on monitoring error of distributed optical fiber using fixed-point layout for tunnel deformation monitoring [J]. Rock and Soil Mechanics, 2020, 41(10): 3481-3490. |
[9] | LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu. One-dimensional elastic visco-plastic consolidation analysis of saturated clay considering Hansbo’s flow [J]. Rock and Soil Mechanics, 2020, 41(1): 11-22. |
[10] | WANG Zhong-kai, XU Guang-li. Influence range and quantitative prediction of surface deformation during shield tunnelling and exiting stages [J]. Rock and Soil Mechanics, 2020, 41(1): 285-294. |
[11] | ZHANG Ding-wen, LIU Zhi-xiang, SHEN Guo-gen, E Jun-yu, . Measurement of earth pressure of shallow buried tunnel with super large diameter and applicability evaluation of calculation method [J]. Rock and Soil Mechanics, 2019, 40(S1): 91-98. |
[12] | ZHANG Zhi-guo, LI Sheng-nan, ZHANG Cheng-ping, WANG Zhi-wei, . Analysis of stratum deformation and lining response induced by shield construction considering influences of underground water level rise and fall [J]. Rock and Soil Mechanics, 2019, 40(S1): 281-296. |
[13] | HUANG Da-wei, ZHOU Shun-hua, FENG Qing-song, LUO Kun, LEI Xiao-yan, XU You-jun, . Analysis for vertical earth pressure transference on overlaying soils of shield tunnel under uniform surface surcharge [J]. Rock and Soil Mechanics, 2019, 40(6): 2213-2220. |
[14] | MO Zhen-ze, WANG Meng-shu, LI Hai-bo, QIAN Yong-jin, LUO Gen-dong, WANG Hui, . Laboratory investigation on pore water pressure variation caused by filter cake effect during slurry-EPB shield tunneling in silty sand layer [J]. Rock and Soil Mechanics, 2019, 40(6): 2257-2263. |
[15] | 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. |