Simplified method for evaluating the response of existing tunnel induced by adjacent excavation-Reference-Cited by-同舟云学术

Simplified method for evaluating the response of existing tunnel induced by adjacent excavation

Published:2022-10-27 Issue:1 Volume:47 Page:54-81
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Feng Guohui¹²,Xu Changjie¹²³^ORCID,Liang Luju⁴^ORCID,Tey Ming‐wang¹,Chi Min‐liang¹,Ge Shangqi¹^ORCID

Affiliation:

1. Research Centre of Coastal and Urban Geotechnical Engineering Zhejiang University Hangzhou China

2. Center for Balance Architecture Zhejiang University Hangzhou China

3. National Experimental Teaching Demonstration Center of Civil Engineering East China Jiaotong University Nanchang China

4. School of Engineering Zhejiang University City College Hangzhou China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3460

Reference41 articles.

1. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation

2. Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels

3. Wall and Ground Movements due to Deep Excavations in Shanghai Soft Soils

4. Evaluation of deformation parameter for deep excavation in sand through case histories

5. Deformation characteristics and countermeasures of shallow and large‐span tunnel under‐crossing the existing highway in soft soil: a case study;Cao CY;SCE J Civil Eng,2018

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