The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation-Reference-Cited by-同舟云学术

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The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation

Published:2020-01 Issue: Volume:117 Page:103236
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Huang Fu^ORCID,Zhang Min,Wang Fen,Ling Tonghua,Yang Xiaoli

Funder

National Natural Science Foundation of China

Innovation-Driven Project of Central South University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference20 articles.

1. Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect;Liang;Comput Geotech,2017

2. Simplified method for evaluating shield tunnel deformation due to adjacent excavation;Liang;Tunnel Undergr Space Technol,2018

3. Numerical analyses of influence of overlying pit excavation on existing tunnels;Zheng;J Cent South Univ,2008

4. A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations;Zheng;Comput Geotech,2018

5. Influence of deep excavations on nearby existing tunnels;Huang;Int J Geomech,2013

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2. Numerical Simulation Study on the Impact of Excavation on Existing Subway Stations Based on BIM-FEM Framework;Buildings;2024-05-16

3. Effect and control of foundation pit excavation on existing tunnels: A state-of-the-art review;Tunnelling and Underground Space Technology;2024-05

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