Shear behavior of greenschist along foliation plane considering anisotropy

• المؤلفون الرئيسيون: Zhang, Qingzhao, Wu, Chuangzhou, Jang, Bo-An, Fei, Xunchang
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2021
• الموضوعات: Engineering::Civil engineering; Foliation Plane; Shear Strength
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/150559

The shear behavior of rock mass along its structural plane, i.e., joint, bedding plane, and foliation plane, plays a key role in determining rock strength which is highly anisotropic. The shear behavior along the foliation plane is rarely addressed from engineering geology point of view in the effec...