Analytical modeling of shear behaviors of rockbolts perpendicular to joints

• المؤلفون الرئيسيون: Ma, Shuqi, Zhao, Zhiye, Peng, Jun, Gui, Yilin
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2020
• الموضوعات: Engineering::Civil engineering; Beam on Elastic Foundation (BEM) Method; Rockbolt
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/139507

Rockbolts have been used to minimize the deformation of underground excavations where the surrounding rock masses contain weak planes such as fractures, joints or faults. Rockbolts installed across rock joints are able to resist the opening and shearing movements of rock joints. One of the rockbolt...