Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings-Reference-Cited by-同舟云学术

Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings

Published:2015-12-21 Issue:10 Volume:12 Page:1364-1379
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Liu Xian,Bai Yun,Yuan Yong,Mang Herbert A.

Funder

Science and Technology Commission of Shanghai Municipality, China

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

http://www.tandfonline.com/doi/pdf/10.1080/15732479.2015.1117115

Reference11 articles.

1. Model Test on Impact of Surrounding Rock Deterioration on Segmental Lining Structure for Underwater Shield Tunnel with Large Cross-Section

2. Profile deformation of a circular tunnel induced by ambient stress changes

3. The deformation of overburden soil induced by thrust faulting and its impact on underground tunnels

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