Simplified analysis method for predicting the influence of deep excavation on existing tunnels-Reference-Cited by-同舟云学术

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Simplified analysis method for predicting the influence of deep excavation on existing tunnels

Published:2020-05 Issue: Volume:121 Page:103477
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Dong-Mei,Xie Xiao-Chuang,Li Zi-Li,Zhang Jie

Funder

National Natural Science Foundation of China

Innovation Program of Shanghai Municipal Education Commission

MOST of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference47 articles.

1. Prediction of tunnel displacement induced by adjacent excavation in soft soil;Zhang;Tunn Undergr Space Technol,2013

2. Evaluation of deformation response for adjacent tunnels due to soil unloading in excavation engineering;Zhang;Tunn Undergr Space Technol,2013

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

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

5. Centrifuge modeling of the influence of basement excavation on existing tunnels;Zheng,2010

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