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Stability analysis of foundation pit support system on earthquake action
Wang Y.-Y.2; Gu L.-J.1; Huang X.-C.2
2011-08-01
Source PublicationShanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University
ISSN10062467
Volume45Issue:SUPPL. 1Pages:21-26
AbstractBased on the character of typical foundation pit support structure and method in gravel stratum, by establishing reasonable 3-D seismic response analysis numerical simulation, adopting LS-DYNA software, this paper studied the stability and disability mutation process of foundation pit and support structure under intense earthquake action. The results show that vibration-resistence character of bolt-shotcrete is better than that of steel support; vibration displacement and unstable failure of steel support have significant time domain characteristics, and failure happens in very short time; propagation direction of the seismic wave has a great influence on the structure stability. The research results provide reference for construction safety and construction technology of foundation pit in frequent earthquake occurrence area.
KeywordBolt-shotcrete Diaphragm wall steel support Earthquake action Instability process Numerical simulation
URLView the original
Language英語English
Fulltext Access
Document TypeJournal article
CollectionUniversity of Macau
Affiliation1.Shanghai No.2 Municipal Engineering Co. Ltd.
2.Shanghai Jiao Tong University
Recommended Citation
GB/T 7714
Wang Y.-Y.,Gu L.-J.,Huang X.-C.. Stability analysis of foundation pit support system on earthquake action[J]. Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 2011, 45(SUPPL. 1), 21-26.
APA Wang Y.-Y.., Gu L.-J.., & Huang X.-C. (2011). Stability analysis of foundation pit support system on earthquake action. Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 45(SUPPL. 1), 21-26.
MLA Wang Y.-Y.,et al."Stability analysis of foundation pit support system on earthquake action".Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University 45.SUPPL. 1(2011):21-26.
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