A theoretical approach to quantify the effect of random cracks on rock deformation in uniaxial compression

Volume: 15, Issue: 3, Pages: 627 - 637
Published: Feb 21, 2018
Abstract
Cracks have a significant effect on the uniaxial compression of rocks. Thus, a theoretically analytical approach was proposed to assess the effects of randomly distributed cracks on the effective Young's modulus during the uniaxial compression of rocks. Each stage of the rock failure during uniaxial compression was analyzed and classified. The analytical approach for the effective Young's modulus of a rock with only a single crack was derived...
Paper Details
Title
A theoretical approach to quantify the effect of random cracks on rock deformation in uniaxial compression
Published Date
Feb 21, 2018
Volume
15
Issue
3
Pages
627 - 637
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