Analytical and numerical study of the stability of shallow underground circular openings in cohesive ground-Reference-Cited by-同舟云学术

Analytical and numerical study of the stability of shallow underground circular openings in cohesive ground

Published:2017-08 Issue: Volume:226 Page:70-92
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Carranza-Torres Carlos,Reich Tyler

Funder

University of Minnesota Duluth

University of Minnesota

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Slope Stability and Stabilization Methods;Abramson,2002

2. Stability of a shallow circular tunnel in cohesionless soil;Atkinson;Géotechnique,1977

3. Équilibre des massifs a frottement interne;Caquot,1934

4. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion;Carranza-Torres;Int. J. Rock Mech. Min. Sci.,1999

5. Analytical and numerical study of the stability of shallow underground openings for mining and compressed air energy storage applications;Carranza-Torres,2016

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