Micromechanical analysis of the failure process of brittle rock. (18th October 2014)

• Record Type: Journal Article
• Authors: Duan, K.; Kwok, C.Y.; Tham, L.G.
• Is Part Of: International journal for numerical and analytical methods in geomechanics. Volume 39:Number 6(2015)
• Page Start: 618
• Page End: 634
• Publication Date: 2014-10-18
• Subjects: Soil mechanics -- Mathematics -- Periodicals; Rock mechanics -- Mathematics -- Periodicals; 624.1510151
• DOI: 10.1002/nag.2329
• Languages: English
• ISSNs: 0363-9061

Abstract

<abstract abstract-type="main"> <title>Summary</title> <p>The failure process of brittle rock submitted to a compression state of stress with different confining pressures is investigated in this paper based on discrete element method (DEM) simulations. In the DEM model, the rock sample is represented by bonding rigid particles at their contact points. The numerical model is first calibrated by comparing the macroscopic response with the macroscopic response of Beishan granite obtained from laboratory tests. After the validation of numerical model in terms of macroscopic responses, the failure process of the DEM model under unconfined and confined compression is studied in micro‐scale in detail. The contact force network and its relation to the development of micro‐cracks and evolution of major fractures are studied. Confining pressure will prohibit the development of tensile cracks and hence alter the failure patterns. An in‐depth analysis of micro‐scale response is carried out, including the orientation distribution and probability density of stress acting on parallel bonds, the effect of particle size heterogeneity on bond breakage and the evolution of fabric tensor and coordination number of parallel bond. The proposed micromechanical analysis will allow us to extract innovative features emerged from the stresses and crack evolution in brittle rock failure process. Copyright © 2014 John Wiley &amp; Sons, Ltd.</p> </abstract>