A loading rate-dependent strength equation is implemented into a hybrid finite-discrete element method to model dynamic fracture of rock under impact loads and resultant fragment grinding. The hybrid method is firstly calibrated by modelling the dynamic fracture of rock in the dynamic Brazilian tensile strength tests and comparing the modelled dynamic fracture process and dynamic strength increasing factors with those in literatures. The hybrid method is then applied to study dynamic fracture and resultant fragment grinding in the dynamic shear test of rock joints under various loading rates. Finally, it is concluded that the hybrid finite-discrete element method is a valuable tool to study rock dynamic fracture and fragment grinding.
Funding
University of Tasmania
History
Publication title
Proceedings of the International Conference on Geomechanics, Geo-energy and Geo-resources (IC3G 2016)
Editors
PG Ranjith & J Zhao
Pagination
1-8
ISBN
9780995392908
Department/School
School of Engineering
Publisher
Monash University
Place of publication
Australia
Event title
International Conference on Geomechanics, Geo-energy and Geo-resources (IC3G 2016)