Upper-bound stability analysis of dual unlined horseshoe-shaped tunnels subjected to gravity-Reference-Cited by-同舟云学术

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Upper-bound stability analysis of dual unlined horseshoe-shaped tunnels subjected to gravity

Published:2018-05 Issue: Volume:97 Page:103-110
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhang Jian,Feng Tugen,Yang Junsheng,Yang Feng,Gao Yufeng

Funder

National Key Research and Development Program of China

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference25 articles.

1. Two and three dimensional analysis of closely spaced double tube tunnels;Soliman;Tunn Undergr Space Technol,1993

2. Twin tunnel interaction: surface and subsurface effects;Addenbrooke;Int J Geomech,2001

3. Three dimensional numerical investigations of new Austrian tunnelling method (NATM) twin tunnel interactions;Ng;Can Geotech J,2004

4. Finite element analysis for twin metro tunnel constructed in Ankara Clay, Turkey;Karakus;Bull Eng Geol Environ,2007

5. Numerical analysis of the interaction between twin-tunnels: influence of the relative position and construction procedure;Chehade;Tunn Undergr Space Technol,2008

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