Complex variable solutions for tunnel excavation at great depth in visco-elastic geomaterial considering the three-dimensional effects of tunnel advance-Reference-Cited by-同舟云学术

Complex variable solutions for tunnel excavation at great depth in visco-elastic geomaterial considering the three-dimensional effects of tunnel advance

Published:2020-06 Issue: Volume:82 Page:700-730
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Lin Luo-bin^ORCID,Chen Fu-quan,Lu Yan-ping,Li Da-yong

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Applied Mathematics,Modeling and Simulation

Reference56 articles.

1. An elastic stress–displacement solution for a lined tunnel at great depth;Li;Int. J. Rock Mech. Min. Sci.,2008

2. Elastic analysis of stress–displacement field for a lined circular tunnel at great depth due to ground loads and internal pressure;Li;Tunn. Undergr. Space Technol.,2008

3. Analytic stress solutions for a circular pressure tunnel at pressure and great depth including support delay;Lu;Int. J. Rock Mech. Min. Sci.,2011

4. Analytic solutions of stress and displacement for a non-circular tunnel at great depth including support delay;Lu;Int. J. Rock Mech. Min. Sci.,2014

5. Analytical solutions for the stress of a lined non-circular tunnel under full-slip contact conditions;Lu;Int. J. Rock Mech. Min. Sci.,2015

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