Velocity-Dependent Effect on the Peak Shear Strength of Rock Joints Considering the Distribution Characteristics of Contact Joint Surface

This study aims to elucidate the mechanism of velocity-dependent peak shear strength (PSS) for rock joints by examining the three-dimensional distribution characteristics of actual contact joint surface. Shear tests are conducted on saw-cut joints (SCJs) and natural rough rock joints under varying s...

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Bibliographic Details
Main Authors: Ban, L., Du, W., Zheng, D., Hou, Y., Qi, C., Yu, J., Zhu, C., Lu, Chunsheng
Format: Journal Article
Published: 2024
Online Access:http://hdl.handle.net/20.500.11937/94869