A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass-Reference-Cited by-同舟云学术

A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass

Published:2008-09 Issue:5 Volume:23 Page:588-599
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Lee Youn-Kyou,Pietruszczak S.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference20 articles.

1. Consideration of the dilatancy angle in rocks and rock masses;Alejano;Int. J. Rock Mech. Min. Sci.,2005

2. Ground response curves for rock masses exhibiting strain-softening behavior;Alonso;Int. J. Numer. Anal. Meth. Geomech.,2003

3. Rock Mechanics for Underground Mining;Brady,1993

4. Ground response curves for rock tunnels;Brown;J. Geotech. Eng., ASCE,1983

5. Carranza-Torres, C., 1998. Self similar analysis of the elastoplastic response of underground openings in rock and effects of practical variables. Ph.D. Thesis, University of Minnesota.

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