Enhanced theoretical approach for predicting the tunnel response due to deep excavation above

Author:

Feng Guohui,Xu Changjie,Ding Zhi,Tey Mingwang,Cao Zhigang,Liang Luju,Fan Xiaozhen,Yang Kaifang

Publisher

Elsevier BV

Reference47 articles.

1. Effects of above-crossing tunneling on the existing shield tunnels;Liang;Tunnel Undergr Space Technol,2016

2. Seismic fragility and resilience assessment of shallowly buried large-section underground civil defense structure in soft soils: Framework and application;Huang;Tunn Undergr Space Technol,2024

3. Analysis on the influence of isolation pile on horizontal displacement of adjacent pile under high-speed railway caused by shield driving;Feng;J Civil Environ Eng,2020

4. Deflection of overlying pipeline induced by shield tunneling considering effect of lateral soil;Feng;J Zhejiang Univ (Eng Sci),2021

5. Deflection of adjacent underground tunnel induced by excavation based on Kerr foundation model;Feng;J Shanghai Jiaotong Univ (Chin Ed),2022

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