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

• المؤلفون الرئيسيون: L,i Y., Wu, Wei, Wei, X.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Civil engineering; Rock Joint; Waviness and Unevenness
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/154446

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...