Deformational responses of operated shield tunnel to extreme surcharge: a case study-Reference-Cited by-同舟云学术

Deformational responses of operated shield tunnel to extreme surcharge: a case study

Published:2016-06-13 Issue:3 Volume:13 Page:345-360
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Huang Hongwei¹,Shao Hua¹,Zhang Dongming¹^ORCID,Wang Fei²

Affiliation:

1. Key Laboratory of Geotechnical and Underground Engineering of Minister of Education and Department of Geotechnical Engineering, Tongji University, Shanghai, China

2. Shanghai Institute of Disaster Prevention and Relief, Tongji University, Shanghai, China

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2016.1170156

Reference38 articles.

1. Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: Numerical simulation

2. Monitoring pilot projects using bored tunnelling: the Second Heinenoord Tunnel and the Botlek Rail Tunnel

3. BTS. (2004). Tunnel lining design guide (p. 184). London: Thomas Telford.

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