Analytical modeling of the shear behavior of rock joints with two-order asperity dilation and degradation

• Main Authors: L,i Y., Wu, Wei, Wei, X.
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2021
• Subjects: Engineering::Civil engineering; Rock Joint; Waviness and Unevenness
• Online Access: https://hdl.handle.net/10356/154446
• Institution: Nanyang Technological University

Stability evaluation of rock structures requires a reliable model to assess the shear behavior of rock joints. This study reports an analytical model to predict the complete shear process of rock joints, and particularly considers the nonlinear shear behavior with two-order asperity dilation and deg...