An improved unified constitutive model for rock material and guidelines for its application in numerical modelling-Reference-Cited by-同舟云学术

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An improved unified constitutive model for rock material and guidelines for its application in numerical modelling

Published:2016-12 Issue: Volume:80 Page:261-282
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Vakili Abouzar

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference75 articles.

1. Deficiencies in the ubiquitous joint model of layered rocks;Adhikary;Rock Mech Civil Environ Eng,2010

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

3. Araei AA, Soroush A, Rayhani M. Large-scale triaxial testing and numerical modeling of rounded and angular rock ll materials; 2010.

4. The shear strength of rock joints in theory and practice;Barton;Rock Mech,1977

5. Shear strength of rockfill;Barton;J Geotech Eng Div,1981

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