Discrete Element Modeling of Rock Fragmentation upon Impact in Rock Fall Analysis

作者：Wang Yuannian; Tonon Fulvio^*

来源：Rock Mechanics and Rock Engineering, 2011, 44(1): 23-35.

DOI：10.1007/s00603-010-0110-9

• Impact fragmentation
• Discrete element model
• Rock fall analysis
• Impact velocity
• Ground condition
• Rock fracture

A discrete element code has been used to simulate impact-induced rock fragmentation in rock fall analysis using a simplified impact model inspired by the theory of vibrations for foundations on elastic media. The impact velocity, the angle of incidence, pre-existing fractures, and the ground stiffness all play important roles in impact fragmentation. Based on the simulation results, impact fragmentation occurs locally at the impact zone without generating large fragments for a homogeneous rock block. Large fragments are generated only when there are open pre-existing fractures in the rock block or when there are fully persistent closed fractures. Softer ground tends to reduce the potential for impact fragmentation. Energy transformation and failure occur only during impact including approach and restitution stages. Friction energy loss accounts for most of the energy loss during the fragmentation process, while tensile cracking energy loss is not significant.

• 出版日期2011-1