A micro–macro method for predicting the shear strength of brittle rock under compressive loading. (July 2016)

• Record Type: Journal Article
• Authors: Li, X.Z.; Shao, Z.S.; Fan, L.F.
• Is Part Of: Mechanics research communications. Volume 75(2016:Jul.)
• Page Start: 13
• Page End: 19
• Publication Date: 2016-07
• Subjects: Brittle rock -- Microcrack -- Damage -- Shear strength -- Stress–strain relationship; Mechanics, Applied -- Periodicals; Mécanique appliquée -- Périodiques; Mechanics, Applied; Periodicals; 530
• DOI: 10.1016/j.mechrescom.2016.05.008
• Languages: English
• ISSNs: 0093-6413

Abstract

Highlights: A new micro–macro method is presented to predict the shear strength of brittle rock in compression. A crack–strain relation is presented to link the crack growth length and axial strain. A stress–strain relationship caused by microcrack growth is presented. Abstract: Microcracks have great significance for shear strength of brittle rock in compression. A major challenge of this area is to establish the correlation of microcracks and macroscopic shear strength. A new micro–macro method is presented to predict the shear strength of brittle rock in compression. This method incorporates the microcrack model suggested by Ashby, Mohr–Coulomb failure criterion and a crack-strain relation. This crack–strain relation is presented to link the crack growth and axial strain by combining the micro and macro definitions from rock damage. The shear strength and stress–strain relationship of Jinping marble are theoretically investigated in detail. The rationality of this suggested method is verified by using the experimental results founded on Jinping marble. Effects of the initial microcrack size, friction coefficient and confining pressure on internal friction angle, cohesion, and shear strength are also discussed.