Experimental Study on Progressive Damage Evolution in Rocks Subjected to Post-peak Cyclic Loading History

Author:

Taheri Abbas1,Shirani Faradonbeh Roohollah2,Munoz Henry3

Affiliation:

1. The Robert M. Buchan Department of Mining, Goodwin Hall, 345, 25 Union St., Queen’s University, Kingston, Ontario K7L 3N6, Canada

2. WA School of Mines: Minerals, Energy and Chemical Engineering, Curtin University, Kalgoorlie, WA 6430, Australia (Corresponding author), e-mail: roohollah.shiranifaradonbeh@curtin.edu.au, https://orcid.org/0000-0002-1518-3597

3. School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, SA 5005, Australia; and Tetra Tech Coffey, Level 5, 12 Creek St., Brisbane, QLD 4000, Australia

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference66 articles.

1. Considerations of the Dilatancy Angle in Rocks and Rock Masses,;Alejano;International Journal of Rock Mechanics and Mining Sciences,2005

2. Dilation in Granite during Servo-controlled Triaxial Strength Tests;Arzúa;International Journal of Rock Mechanics and Mining Sciences,2013

3. Fatigue Behaviour of Rock;Attewell;International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1973

4. Numerical Modelling of Uniaxial Compressive Failure of Granite with and without Saline Porewater;Bäckström;International Journal of Rock Mechanics and Mining Sciences,2008

5. Fatigue Properties of Intact Sandstone Samples Subjected to Dynamic Uniaxial Cyclical Loading;Bagde;International Journal of Rock Mechanics and Mining Sciences,2005

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