Study of Influence of Subway Station Excavation on Existing Metro Deformation
Based on the excavation engineering of the subway station across the existing metro tunnel and in situ monitoring displacements, the comprehensive mechanical parameters were obtained by the back analysis. According to the geological engineering conditions and the construction scheme, the numerical model of excavating subway station was established. The structural deformation, settlement and railway incline law of the existing metro caused by new subway station construction were given. The relation of the pipe tent supporting effectiveness to settlement was obtained, and the key excavation step of producing the maximum settlements was given. The evaluation and the prediction of the safety construction and the safety operation on existing subway track were made. The research results had been applied to the subway station across the existing metro tunnel. The obtained results may be referenced in the design and the construction of similar engineering.
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Supplemental Notes:
- © 2009 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Li, Yun-Peng
- Wang, Zhi-Yin
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Conference:
- Ninth International Conference of Chinese Transportation Professionals (ICCTP)
- Location: Harbin China, United States
- Date: 2009-8-5 to 2009-8-9
- Publication Date: 2009
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 1-7
- Monograph Title: ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management
Subject/Index Terms
- TRT Terms: Deformation; Engineering geology; Excavation; Ground settlement; Predictive models; Railroad tunnels; Structural deterioration and defects; Subways; Tunnel supports
- Subject Areas: Construction; Geotechnology; Public Transportation; Terminals and Facilities;
Filing Info
- Accession Number: 01921899
- Record Type: Publication
- ISBN: 9780784410646
- Files: TRIS, ASCE
- Created Date: Jun 17 2024 2:45PM