Efficient Investigation of Rock Crack Propagation and Fracture Behaviors during Impact Fragmentation in Rockfalls Using Parallel DDA

Abstract

The study of the rock crack propagation and fracture behaviors during impact fragmentation is important and necessary for disaster evaluation of rockfalls. Discontinuous Deformation Analysis (DDA) incorporating virtual joints can offer a powerful tool to solve such a problem. In the analysis process, the computational efficiency is critical because the mesh must be very dense to make crack propagation more realistic. Thus, parallel DDA using OpenMP is applied. The flattened and precrack Brazilian disc tests are first reproduced, respectively, to verify the accuracy and efficiency of the parallel DDA with virtual joints. Then, the impact fragmentation process is simulated and validated with corresponding laboratory experiments in terms of crack propagation results. Furthermore, the effects of joint-slope angle, joint connectivity rate, and impact velocity on rock fracture behaviors are investigated. It is concluded that the peak number of cracks occurs when the joint-slope angle ranges between 30° and 45°; the higher impact velocity and joint connectivity rate tend to cause more cracks and larger damages to the specimen.

Dynamic Response of PCCP under the Rockfall Impact Based on the Continuous–Discontinuous Method: A Case Study

“…Therefore, the continuous numerical simulation method was adopted in this study to accurately simulate PCCP prestressed steel wire, a mortar protective layer, a socket steel ring, a steel cylinder, and other structures so as to consider the interactions between and influences on different materials and to accurately analyze the dynamic response of PCCP [29,30]. At the same time, considering the large deformation and discontinuous media problems, such as material slip, swelling, or collapse, that may be caused by rockfall impact [31,32], a discontinuous numerical simulation method suitable for large deformation problems should be selected to fully simulate the discontinuous properties of real soil, so as to provide an effective basis for the protection design of rockfalls and the safe operation of PCCP pipelines.…”