Experimental study of the face stability of shield tunnel in sands under seepage condition-Reference-Cited by-同舟云学术

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Experimental study of the face stability of shield tunnel in sands under seepage condition

Published:2018-04 Issue: Volume:74 Page:195-205
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Lü Xilin,Zhou Yuncai^ORCID,Huang Maosong,Zeng Sheng

Funder

National Key Research and Development Program

National Science Foundation of China

Shanghai Pujiang Program

MOE Key Laboratory of Soft Soil and Geoenvironmental Engineering

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference32 articles.

1. Evaluation of tunnel face stability by transparent soil models;Ahmed;Tunn. Undergr. Space Technol.,2012

2. Face stability conditions with earth-pressure-balanced shields;Anagnostou;Tunn. Undergr. Space Technol.,1996

3. Face failure in homogeneous and stratified soft ground: theoretical and experimental approaches on 1 g EPBS reduced scale model;Berthoz;Tunn. Undergr. Space Technol.,2012

4. Application ranges of EPB shields in coarse ground based on laboratory research;Budach;Tunn. Undergr. Space Technol.,2015

5. Shallow tunnels in cohesionless soil: stability of tunnel face;Chambon;J. Geotech. Eng.,1994

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