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《China Journal of Highway and Transport》 2003-02
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Numerical analysis of the varying law of tunnel surrounding soil displacement produced by shield tunneling

LING Xian zhang 1, WANG Li xia 1,2 , WU Li xin 2 (1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; 2 Department of Traffic Engineering, Jilin Architectural Engineering Institute, Changchun 130021, China)  
The finite element numerical analysis method was adopted to simulate the actual problem on the conditions of different cases and various sites assumed at first aiming at the execution process based on Songhuajiang tunnel in Harbin planned to be constructed,the soil was assumed to be homogeneous,elastic, continuous,isotropy throughout.The varying law of surrounding soil displacement produced by shield tunneling was studied, and the main affecting factors were singled out. It provided the theory basis for determining the safety cover layer thickness of tunnel properly.
【Fund】: 黑龙江省落户博士后科研启动基金项目 [黑 DJ2 0 0 0· 11]
【CateGory Index】: U451
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【References】
Chinese Journal Full-text Database 4 Hits
1 ZHANG Xiao-dong LING Xian-zhang CHENG Ya-peng WANG Xuan-qing ZHANG Jun-chen 1.Institute of Architectural Design and Research,Harbin Institute of Technology,Harbin 150006,China; 2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China, 3.Shandong Parent Company of Geotechnical Engineering Survey,Jinan 250000,China;4.Qiqihaer Company of Building Engineering,Qiqihaer 161005,China;Mechanic behavior of wall soil and liner of underwater tunnel[J];;2003-07
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1 CHENG Ya-peng, LING Xian-zhang, WANG Xuan-qing, HU Qing-li (Architectural Design and Research Institute, Harbin Institute of Technology, Harbin 150090, China; School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; Department of Earth Sciences, Nanjing University, Nanjing 210000, China);STUDY ON FORECASTING MATHEMATICAL MODEL OF SAFETY ROOF THICKNESS OF UNDERWATER TUNNEL[A];[C];2005
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