Development of a 3-D confinement-dependent dilation model for brittle rocks; part 2, formulation and parameterization based on the Cartesian plastic strain increments ratios approach-Reference-Cited by-同舟云学术

Development of a 3-D confinement-dependent dilation model for brittle rocks; part 2, formulation and parameterization based on the Cartesian plastic strain increments ratios approach

Published:2021-12 Issue: Volume:148 Page:104773
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Rahjoo M.,Eberhardt E.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference87 articles.

1. Development of a 3-D confinement-dependent dilation model for brittle rocks; Part 1, derivation of a Cartesian plastic strain increments ratios approach for non-potential flow rules;Rahjoo;Int J Rock Mech and Min Sci,2021

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

3. A mobilized dilation angle model for rocks;Zhao;Int J Rock Mech Min Sci,2010

4. A new model for the dilation of brittle rocks based on laboratory compression test data with separate treatment of dilatancy mobilization and decay;Walton;Geotech Geol Eng,2015

5. A simplified dilation model for modeling the inelastic behavior of rock;Rahjoo,2016

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