Improved analytical solution for forecasting overlying excavation-induced tunnel response
Published 2023 View Full Article
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Title
Improved analytical solution for forecasting overlying excavation-induced tunnel response
Authors
Keywords
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Journal
Transportation Geotechnics
Volume -, Issue -, Pages 101142
Publisher
Elsevier BV
Online
2023-10-21
DOI
10.1016/j.trgeo.2023.101142
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Related references
Note: Only part of the references are listed.- Improved Theoretical Solutions for Estimating the Tunnel Response Induced by Overlying Excavation
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- (2013) Charles W.W. Ng et al. CANADIAN GEOTECHNICAL JOURNAL
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- (2012) Mohamad Khoiri et al. COMPUTERS AND GEOTECHNICS
- Numerical analyses of influence of overlying pit excavation on existing tunnels
- (2010) Gang Zheng et al. JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY
- Interaction of twin tunnels and shallow foundation at Zand underpass, Shiraz metro, Iran
- (2010) Mohammad Afifipour et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Numerical investigation of underlying tunnel heave during a new tunnel construction
- (2010) Hanlong Liu et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils
- (2009) J. H. Wang et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction
- (2007) Shao-Ming Liao et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
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