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《Underground Space》 2003-02
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A Study on Several Key Topics of Shield Tunnel Lining Design

TANG Xuan  
In this paper, several possible mechanical design models as well as their applicability were discussed. Then, the influence of loads and some main parameters such as geometrical parameters and soil mechanical parameters on member forces in lining structure was studied. Some advices to improve current design work were given.
【Fund】: 国家自然科学基金项目 (项目编号 :5 0 2 790 32 )
【CateGory Index】: U451.4
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1 Yuan Yong Liu Tao Liu Xian (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Investigation and evaluation of present state and serviceability of existing river-crossing tunnel[A];[C];2006
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3 ZHANG Suoming~①ZHANG Guoyue~①HONG Zhuangnian~①LIU Zhenhong~②ZHANG Lei~①(①Shanghai Hongkou Construction and Communication Commission,Shanghai 200086) (②Department of Geotechnical Engineering,,Tongji University,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Shanghai 200092);FINITE ELEMENT ANALYSIS ON EFFECT OF BIG SHIELD CONSTRUCTION UNDER SHALLOW SOIL AROUND THE BUILDINGS[A];[C];2008
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Chinese Journal Full-text Database 10 Hits
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1 Chen, Jian 1 ,Sugimoto, Mitsutaka 2 ,Xu, Xue-Yan 1 ,Yu, Hao-Lin 1 1 Harbin Institute of Technology,Harbin 2 Nagaoka University of Technology,Niigata;Simulation of Large-Diameter Shield Excavating in Complex Strata[A];[C];2012
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