[1]
LIN D G, TSENG C T, PHIENWEJ N, et al. 3D deformation analysis of earth pressure balance shield tunnelling in Bangkok subsoil[J]. Journal of the Southeast Asian Geotechnical Society, 2002, (1): 13-27.
Google Scholar
[2]
ZHANG Hai-bo, YIN Zong-ze, ZHU Jun-gao. 3D finite element simulation on deformation of soil mass during shield tunneling[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (5): 755-760.
Google Scholar
[3]
FANG Yong, HE Chuan. Analysis of influence ofundercrossing subway shield tunneling construction onthe overlying tunnel[J]. Journal of the China RailwaySociety, 2007, 29 (2): 83-88.
Google Scholar
[4]
YANG Guang-wu, GUAN Long, LIU Jun, et al. Three-dimensional numerical simulation analysis of the shield-driven tunnel crossing under the existing structure[J]. China Railway Science, 2009, 30(6): 54-60.
Google Scholar
[5]
WANG Shuang-long. On the ground surface settlement and existing line deformation caused by the shallow-burying and undercutting construction of subway station[J]. Railway Construction Technology, 2009, (12): 74-78.
Google Scholar
[6]
WANG Zhi, DU Shou-ji, ZHANG Wen-bo. Analysis of construction settlement of shallow railway tunnel undercrossing the highway[J]. Chinese Journal of Under-ground Space and Engineering, 2009, 5(3): 531-536.
Google Scholar
[7]
ZHU Zheng-guo, HUANG Song, ZHU Yong-quan. Study of road surface settlement rule and controlled criterion for railway tunnel undercrossing highway [J]. Rock and Soil Mechanics,2012,33(2):559–576.
Google Scholar
[8]
Lü Pei-lin, ZHOU Shun-hua. Analysis on upper rail settlement in soft ground resulting from shield tunneling across main railway line[J]. China Railway Science, 2007, 28(2): 12-16.
Google Scholar
[9]
Zhu zhengguo, Li Bing-bing, Li Wen-jiang, Zhu Yong-quan. Study on Groud Surface Settlement Control Standard Induceded by Construction of New-Built Railway Tunnel Under-Passing Existing Railway[J]. China Railway Science, 2011, 32(5): 79-82.
Google Scholar