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《Shanxi Architecture》 2009-36
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Construction technology of the shallow two ways railway tunnel in city building dense area

LIU Hua-fu  
Aiming at the characteristics that new construction Longyan to Xiamen railway Shiqiaotou tunnel ground building is dense,shallow buried depth,complex geological condition and large construction difficulty,detailed describes the different construction technology and comparison analysis of this tunnel according to different geological conditions,different buried depth and different ground building,provides technology reference for similar tunnel construction,and accumulates experiences.
【CateGory Index】: U455.4
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 Zhou Yuhong, Zhao Yanming, Cheng Chongguo(Dept. of Civil Eng., Logistic Engineering University, Chongqing 400041 China) (Chongqing Highway Institute of Communications Ministry, Chongqing 400067 China);OPTIMUM ANALYSIS ON THE CONSTRUCTION PROCESS FOR JOINT ARCH TUNNELS IN PARTIAL PRESSURE[J];Chinese Journal of Rock Mechanics and Engineering;2002-05
2 LI Erbing1,WANG Di2,WANG Yuan1,TAN Yuehu1,ZHANG Linghui1(1.Engineering Institute of Engineering Corps,PLA University of Science and Technology,Nanjing,Jiangsu 210007,China;2.Nanjing Urban Construction Investment Holding(Group) Co.,Ltd.,Nanjing,Jiangsu 210009,China);MONITORING AND CONTROL OF CONSTRUCTION DEFORMATION OF URBAN SHALLOW-BURIED LARGE-SPAN DOUBLE-ARCH TUNNEL UNDER COMPLEX CONDITION[J];Chinese Journal of Rock Mechanics and Engineering;2007-04
3 LU Yao zong, YANG Wen wu (Maunsell Geotechnical Services Ltd., Hong Kong, China);Research on construction scheme of Lianhuashan double-arch rock tunnel[J];China Journal of Highway and Transport;2001-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LEI Sheng xiang et al.;Numerical Analysis of the Construction Scheme for Large-span Exit Section of the Pengshui Tunnel in Chongqing-Huaihua Railway[J];Underground Space;2002-03
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3 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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5 ZHAO Yu-guang,GAO Bo (School of Civil Eng., Southwest Jiaotong University, Chengdu 610031,China);FIELD MONITOR MEASURING AND GEOLOGICAL DISASTER FORECAST AT THE MOUTH OF TUNNEL NEAR THE ROCKY STEEP SIDE SLOPE UNDER UNSYMMETRICAL LOADING[J];Journal of Geological Hazards and Environment Preservation;2002-03
6 LIN Gang,HE Chuan (Dept.of Underground Engineering,Southwest Jiaotong University, Chengdu 610031, China);3D FEM Numerical Simulation Analysis of Stratum Settlement of Twin Tunnel During Whole Construction Process[J];Highway;2004-03
7 SHEN Yu-sheng,ZHAO Yu-guang (School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031,China);Site Monitoring and Analysis Reseach on Surrounding Rock Deformation of A Biased Double-arch Tunnel[J];Highway;2005-04
8 LIU Xiao-ming, HE Fu-yong, SHEN Yu-sheng, ZHAO Yu-guang;Quality Test and Analysis of Geological Radar Used in First Lining of Twin Arched Tunnels[J];Technocogy of Highway and Transport;2005-04
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10 TU Min,ZHANG Meng-xi (Department of Civil Engineering, Shanghai University, Shanghai 200072, China);Roll-Prediction of Vault Sink and Horizontal Displacement of Bi-arch Tunnel Based on Neural Network[J];Journal of Shanghai University(Natural Science Edition);2005-02
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