3D particle-based DEM investigation into the shear behaviour of incipient rock joints with various geometries of rock bridges

• المؤلفون الرئيسيون: Shang, Junlong, Zhao, Zhiye, Hu, Jianhua, Handley K.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2020
• الموضوعات: Engineering::Civil engineering; Discrete Element Method; Particle Flow Code
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/138537
• المؤسسة: Nanyang Technological University

A 3D particle-based DEM model was established taking into account the geometries of rock bridges. The model was used to investigate the shear behaviour of incipient rock joints. Fifty-seven direct shear tests were conducted under constant normal load (CNL) boundary conditions using the established m...