A new three-dimensional peak shear strength criterion of rock joints . . . However, the prediction of joint peak shear strength considering mechanical contributions of true-sheared asperities remains unresolved Here, we developed a three-dimensional (3D) peak shear strength criterion by independently quantifying dilation and shear-off of true-sheared asperities
Frontiers | A new criterion for peak shear strength of rock joints . . . Accurate characterization of joint roughness relative to shear direction is crucial for predicting the peak shear strength (τp) of rough rock joints This study proposes a modified peak shear strength criterion based on shear-direction-dependent morphological parameters
A new three-dimensional peak shear strength criterion of rock joints . . . Article "A new three-dimensional peak shear strength criterion of rock joints considering true-sheared asperities" Detailed information of the J-GLOBAL is an information service managed by the Japan Science and Technology Agency (hereinafter referred to as "JST")