Effects of Pipe Roof Support and Grouting Pre-Reinforcement on the Track Settlement
Published 2018 View Full Article
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Title
Effects of Pipe Roof Support and Grouting Pre-Reinforcement on the Track Settlement
Authors
Keywords
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Journal
Advances in Civil Engineering
Volume 2018, Issue -, Pages 1-9
Publisher
Hindawi Limited
Online
2018-12-27
DOI
10.1155/2018/6041305
References
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Related references
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- Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method
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- Load transferring mechanism of pipe umbrella support in shallow-buried tunnels
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- Rock Mass Grouting in the Løren Tunnel: Case Study with the Main Focus on the Groutability and Feasibility of Drill Parameter Interpretation
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- Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB
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- Evaluation of surface settlements in the Istanbul metro in terms of analytical, numerical and direct measurements
- (2012) Rohola Hasanpour et al. Bulletin of Engineering Geology and the Environment
- Numerical modeling of ground settlement control of large span underground metro station in Tehran Metro using Central Beam Column (CBC) structure
- (2012) A. Valizadeh Kivi et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Surface subsidence induced by twin subway tunnelling in soft ground conditions in Istanbul
- (2010) Yılmaz Mahmutoğlu Bulletin of Engineering Geology and the Environment
- Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM
- (2010) S. G. Ercelebi et al. Environmental Earth Sciences
- Study on the effect of a new construction method for a large span metro underground station in Tabriz-Iran
- (2009) Mohammad H. Sadaghiani et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Simple Method for the Design of Jet Grouted Umbrellas in Tunneling
- (2008) G. P. Lignola et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
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