Safety Analysis on the Structure of an Existing Metro Station Impacted by the Construction of an Adjacent Building

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Abstract:

Structural deformations of the existing metro station caused by adjacent building construction should be controlled strictly so as to keep the normal operation of the existing metro station and guarantee the safety of the station structure. Based on a foundation pit excavation and building project which is adjacent to an existing metro station in Beijing, a 3D finite element model of foundation pit, metro station and surrounding soil is established. Then, the structural deformations of the main body structure (rail area), the passageway and the fire fighting passageway in different construction stages are obtained. The control values of the station structure deformation during building construction process are proposed according to the calculation results.

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777-782

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November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] V. A. Kontogianni, S. C. Stiros, Induced deformation during tunnel excavation: Evidence from geodetic monitoring, Engineering Geology, 79 (2005) 115-126.

DOI: 10.1016/j.enggeo.2004.10.012

Google Scholar

[2] V. A. Kontogianni, A. Tzortzis, S. C. Stiros, Deformation and failure of the Tymfristos tunnel, Greece, Journal of Geotechnical Engineering, ASCE, 130 (2004) 1004-1013.

DOI: 10.1061/(asce)1090-0241(2004)130:10(1004)

Google Scholar

[3] Y. Jia, M. Wang, S. Ren, Mechanical and security evaluation of the existing metro station structure under construction of through tunnel of New Metro Line, Journal of China Railway Society, 29 (2007) 89-94.

Google Scholar

[4] P. Gao, G. Gao, S. Feng, Control of deformation of operating metro induced by adjacent deep excavation, Chinese Journal of Geotechnical Engineering, 30 (2008) 818-823.

Google Scholar

[5] X. Li, Safety analysis of running metro station structure adjacent to foundation excavation, Rock and Soil Mechanics, 12 (2009) 382-386.

Google Scholar

[6] L. Tao, S. Tang, L. Jin, Deformation prediction and risk evaluation of the existing metro station structure with above-traversed tunnel, Chinese Journal of Underground Space and Engineering, 4 (2008) 442-447.

Google Scholar

[7] The Decree No.140 of Ministry of housing and urban-rural development, Urban rail transit operation management method.

Google Scholar