Responses of Cross-River Tunnel Due to Overlying Shield Tunnel Construction (I): Influence of Construction Procedure
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784412619.161
Reference5 articles.
1. Behavior of the ground in rectangularly crossed area due to tunnel excavation under the existing tunnel
2. Rebound effects of running tunnels underneath an excavation
3. Shield tunneling and environment protection in Shanghai soft ground
4. Numerical investigation of underlying tunnel heave during a new tunnel construction
5. Zhang Z.Q. He C. and Zhu M. (2009). A study on longitudinal deformation characteristics of super long shield tunnel based on 3D elastic foundation model. Proceedings of the Eighth International Conference of Chinese Logistics and Transportation Professionals (P. 2647-2655). Reston VA: ASCE.
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1. Twin tunnelling induced ground settlements: A review;Tunnelling and Underground Space Technology;2021-04
2. Centrifuge Investigation into the Effect of New Shield Tunneling on an Existing Overlying Large-Diameter Tunnel;Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction;2018
3. Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnel;Tunnelling and Underground Space Technology;2014-05
4. The Influence of Bridge Construction and Operation on Adjacent Nanjing Yangtze River Tunnels;Advanced Materials Research;2013-11
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