Asperity Degradation Characteristics and Mechanical Behavior of Rock Joints Subjected to Pre-peak Cyclic Loading
Volume: 40, Issue: 2, Pages: 617 - 634
Published: Jul 3, 2021
Abstract
In this study, a series of artificial rock joint specimens were subjected to a pre-peak cyclic loading test. The effects of the initial joint roughness parameters (Z2(initial)), joint wall compressive strength (JCS), normal stress during cycle (σnc), cycle frequency (f), cycle amplitude (A), and cycle number (N) on the mechanical behaviors and asperity degradation were studied extensively. The results revealed that the joint surface degradation...
Paper Details
Title
Asperity Degradation Characteristics and Mechanical Behavior of Rock Joints Subjected to Pre-peak Cyclic Loading
Published Date
Jul 3, 2021
Volume
40
Issue
2
Pages
617 - 634
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