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《Underground Engineering and Tunnels》 2008-02
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Experiment and Study on Unloading Rebound Control of Foundation Pit above Metro Tunnel

Liu Xiaojian,Jia Jian  
Through laboratory soil test and analysis of test data,the unloading rebound characteristics of soft soil foundation pit above metro tunnel are discussed and the measures for rebound control are put forward so as to ensure the safety of metro operation in the lower soil layer of the foundation pit.
【CateGory Index】: TU470.3;U231
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【References】
Chinese Journal Full-text Database 2 Hits
1 Wen Suolin(1.Civil Engineering Department,Shanghai Jiaotong University,Shanghai 200030,China; 2.Shanghai Tunnel Engineering Co.,Ltd.Shanghai 200082,China);Study on Construction Technology and Protection Measures of the Excavation above Operating Metro Tunnel[J];Chinese Journal of Underground Space and Engineering;2011-S1
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【Co-references】
Chinese Journal Full-text Database 10 Hits
1 QIN Ai fang et al;Analysis on Strength Change of Soil Body of Soft Clay Pit and Safety Control for the Pit Bottom Construction[J];Underground Space;2003-01
2 HUANG Mao-song~(1,2) , LIAO Jun-zhan~(1,2) , WEI Xing~(1,2) , WANG Wei-dong~3 (1. Key Laboratory of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 3. East China Architectural Design & Research Institute Co., Ltd., Shanghai 200002, China);Anisotropic Behavior of Soft Clay and Its Effect on Deep Excavations[J];;2005-04
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【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 CHEN Xiao-ping (College of Science and Engineering,Jinan University,Guangzhou 510632,China);Consolidation effect of soft soil in interactive marine and terrestrial deposit[J];Chinese Journal of Geotechnical Engineering;2011-04
2 WANG Kai,ZHANG Cheng-ping,WANG Meng-shu(Tunnel and Underground Engineering Research Center of Ministry of Education,Beijing Jiaotong University,Beijing 100044,China);Asymmetric double-arch subsea tunneling-induced ground deformation analysis[J];Rock and Soil Mechanics;2011-09
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