A new peak dilation angle model for rock joints considering different contribution proportions of actual contact joint asperities to shear strength

The shear properties of rock joints have always been the focus of rock engineering, and the peak dilation angle is a key physical quantity describing the shear behavior of joints. A reasonable peak dilation angle model should fully reflect the peak shear strength of rock joints. To predict the peak...

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Bibliographic Details
Main Authors: Liren BAN, Yuhang HOU, Weisheng DU, Jin YU, Chengzhi QI, Renliang SHAN
Format: Article
Language:zho
Published: Editorial Office of Journal of China Coal Society 2023-10-01
Series:Meitan xuebao
Subjects:
Online Access:http://www.mtxb.com.cn/article/doi/10.13225/j.cnki.jccs.2022.1775