Analysis of ground collapse caused by shield tunnelling and the evaluation of the reinforcement effect on a sand stratum-Reference-Cited by-同舟云学术

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Analysis of ground collapse caused by shield tunnelling and the evaluation of the reinforcement effect on a sand stratum

Published:2020-09 Issue: Volume:115 Page:104616
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Liang Yu,Chen Xiangyu,Yang Junsheng,Zhang Jian,Huang Linchong

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Guangzhou Municipal Science and Technology Project

Guangdong Basic and Applied Basic Research Foundation

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference36 articles.

1. Analysis of ground surface settlement induced by the construction of a large-diameter shallow-buried twin-tunnel in soft ground;Wang;Tunn. Undergr. Space Technol.,2019

2. Strain softening and shear band formation of sand in multi-axial testing;Chu;Geotechnique,1996

3. Moving critical and phase-transformation stress state lines of saturated sand during undrained cyclic shear;Zhang;Soils Found.,1997

4. Behaviour of sands under generalized drainage boundary conditions;Sivathayalan;Can. Geotech. J.,2007

5. An experimental study of failure and softening in sand under three-dimensional stress condition;Sun;Granul. Matter,2008

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