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《Chinese Journal of Underground Space and Engineering》 2005-06
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Numerical Analysis on Mid-partition Structure of the Loess Double Arch Tunnel

LIU Xin-rong~(1,2),SUN Hui~1,CHENG Xiao-jiang~1,HUANG Yang-shou~3(1.College of Civil Engineering,Chongqing University,Chongqing 400044;2.Chongqing Communication Research & Design Institute,Chongqing 400067;3.Shanxi Provincial Communications Planning,Survey&Design Institute,Taiyuan 030012)  
The diversification of stress during tunnel construction affects the stability of tunnel significantly.By 2D elastic-plastic calculation for Lishi double-arched tunnel,this paper analyzes the situation of stress and deformation under each phase of the predetermined excavating technique.Focusing on the mid-partition,this paper presents the general rules of the applied force state undertaken by the twin-arched tunnel's mid-partition,which can be taken as a reference for the design and construction.
【Fund】: 国家自然科学基金资助项目(No.50104013、50334060);; 重庆市首批高等学校优秀中青年骨干教师资助计划
【CateGory Index】: U455
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【Co-citations】
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1 CHEN Yu1,LIU Xiao-bing2,ZHANG Qing-he1(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,shanghai 200092,China;2.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Analysis on Structure Stability of Double-Arch Tunnel in Water-Eroded Groove[J];Journal of Yangtze River Scientific Research Institute;2008-05
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【Co-references】
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1 JIANG Yong;Dynamic Analysis and Relevant Study on the Rock Tunnel with Uneven Pressure[J];Underground Space;2004-03
2 CHEN Qiu-nan 1, 2 , ZHANG Yong-xing 1 , LIU Xin-rong 1 , BAO Tai 1(1. College of Civil Engineering, Chongqing University, Chongqing 400045, China;2. College of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China);Research on Design Theory and Dynamic Construction Mechanics for Double-arch Highway Tunnel[J];;2005-01
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7 SUN Hui~1,LIU Xin-rong~1,CHENG Xiao-jiang~1,DONG Zhan-wen~2,HUANG Yang-shou~3,ZHANG Jia-xin~4(1.College of Civil Engineering,Chongqing University,Chongqing 400045;2.Fenliu Highway Building Limited Company of Shanxi Province,Lishi City 033000;3.Shanxi Design Institute of Communication,Taiyuan 030012);Numerical Simulation and Optimization for the Loess Doubled Arch Tunnel Construction[J];Chinese Journal of Underground Space and Engineering;2005-05
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