A mixed failure criterion, which combined the modified maximum principal stress criterion with the damage model of tensile crack softening, was developed to simulate crack propagation of rock under blasting loads. In order to validate the proposed model, a set of blasting models with a crack and a borehole with different incident angles with the crack were established. By using this model, the property of crack propagation was investigated. The linear equation of state (EOS) was used for rock, and the JWL EOS was applied to the explosive. In order to validate the numerical simulation results, experiments by using PMMA (polymethyl methacrylate) with a crack and a borehole were carried out. The charge structure and incident angle of the blast...
A rock blasting simulation method is proposed that couples the material point method (MPM) and conti...
Rock is a very heterogeneous material, containing structural weakness at all scales. These weaknesse...
A generic nonlinear and dynamic finite element modelling technique is implemented to simulate rock f...
In order to study the dynamic crack propagation law in fissured rock under the different fillings, a...
A deep understanding of the crack formation mechanism between blastholes had great significance for ...
The high in situ stress can significantly affect the blast-induced rock fragmentation and cause diff...
Defects such as voids, pores, and joints will transform into big scale cracks in the rock of tunnel ...
In order to study the propagation law of the crack in surrounding rock subjected to static-dynamic l...
Considering the energy consumption of the crushed zone caused by blasting, the energy dissipation ch...
Copyright © 2013 Zeinab Aliabadian et al. This is an open access article distributed under the Creat...
Over the last few years, a number of research papers have been published which propose the use of ma...
In the present study, the two-dimensional blast model has been simulated using finite element softwa...
This paper presents one of the latest developments in the blasting engineering modelling field-the H...
A blasting experiment was conducted on iron ore samples by considering multiple coupling charge coef...
Rock tunneling deals with material that is two or three times stronger, or more, than the normal co...
A rock blasting simulation method is proposed that couples the material point method (MPM) and conti...
Rock is a very heterogeneous material, containing structural weakness at all scales. These weaknesse...
A generic nonlinear and dynamic finite element modelling technique is implemented to simulate rock f...
In order to study the dynamic crack propagation law in fissured rock under the different fillings, a...
A deep understanding of the crack formation mechanism between blastholes had great significance for ...
The high in situ stress can significantly affect the blast-induced rock fragmentation and cause diff...
Defects such as voids, pores, and joints will transform into big scale cracks in the rock of tunnel ...
In order to study the propagation law of the crack in surrounding rock subjected to static-dynamic l...
Considering the energy consumption of the crushed zone caused by blasting, the energy dissipation ch...
Copyright © 2013 Zeinab Aliabadian et al. This is an open access article distributed under the Creat...
Over the last few years, a number of research papers have been published which propose the use of ma...
In the present study, the two-dimensional blast model has been simulated using finite element softwa...
This paper presents one of the latest developments in the blasting engineering modelling field-the H...
A blasting experiment was conducted on iron ore samples by considering multiple coupling charge coef...
Rock tunneling deals with material that is two or three times stronger, or more, than the normal co...
A rock blasting simulation method is proposed that couples the material point method (MPM) and conti...
Rock is a very heterogeneous material, containing structural weakness at all scales. These weaknesse...
A generic nonlinear and dynamic finite element modelling technique is implemented to simulate rock f...