Copyright © 2013 Zeinab Aliabadian et al. This is an open access article distributed under the Creative Commons Attribution Li-cense, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. To investigate the dynamic fracture mechanism related to blast-induced borehole breakdown and crack propagation, 2D distinct element commercial code was used. The dynamic stresses, material status and velocity vectors are plotted and shown to evaluate rock mass failure under blast load. This paper focuses on the propagation and dynamic effects of blast waves in continuum rock masses. In order to investigate the effect of high strain rate loading on rock mass failure, a numerical simulati...
A deep understanding of the crack formation mechanism between blastholes had great significance for ...
The breakage of rock mass by blasting has many challenges. The optimal breakage in an underground de...
The purpose of this paper is to investigate the application of a combined finite-discrete element pr...
In the present study, the two-dimensional blast model has been simulated using finite element softwa...
A generic nonlinear and dynamic finite element modelling technique is implemented to simulate rock f...
To describe the progressive effects of underground blasting on the surrounding site, a finite elemen...
This paper describes development of a generic nonlinear, dynamic modelling technique to simulate dis...
In this study, the behaviour of rock mass subjected to blasting load is investigated using three dim...
Blasting is a complex phenomenon and many parameters affect the outcome of a blast. The process of r...
Blasting is a dynamic process in which rock is broken into smaller fragments, so that, it can be loa...
During underground hard-rock mining, the drilling and blasting method currently remains the most eco...
Boren;DEMiR Export;et al;metso Expect results;Outotec;TMMOB Maden Muhendisleri Odasi23rd Internation...
In order to assess the capacity of ground support systems when subjected to dynamic loading, simulat...
The high in situ stress can significantly affect the blast-induced rock fragmentation and cause diff...
A method to estimate blast-induced damage in rock considering both stress waves and gas expansion ph...
A deep understanding of the crack formation mechanism between blastholes had great significance for ...
The breakage of rock mass by blasting has many challenges. The optimal breakage in an underground de...
The purpose of this paper is to investigate the application of a combined finite-discrete element pr...
In the present study, the two-dimensional blast model has been simulated using finite element softwa...
A generic nonlinear and dynamic finite element modelling technique is implemented to simulate rock f...
To describe the progressive effects of underground blasting on the surrounding site, a finite elemen...
This paper describes development of a generic nonlinear, dynamic modelling technique to simulate dis...
In this study, the behaviour of rock mass subjected to blasting load is investigated using three dim...
Blasting is a complex phenomenon and many parameters affect the outcome of a blast. The process of r...
Blasting is a dynamic process in which rock is broken into smaller fragments, so that, it can be loa...
During underground hard-rock mining, the drilling and blasting method currently remains the most eco...
Boren;DEMiR Export;et al;metso Expect results;Outotec;TMMOB Maden Muhendisleri Odasi23rd Internation...
In order to assess the capacity of ground support systems when subjected to dynamic loading, simulat...
The high in situ stress can significantly affect the blast-induced rock fragmentation and cause diff...
A method to estimate blast-induced damage in rock considering both stress waves and gas expansion ph...
A deep understanding of the crack formation mechanism between blastholes had great significance for ...
The breakage of rock mass by blasting has many challenges. The optimal breakage in an underground de...
The purpose of this paper is to investigate the application of a combined finite-discrete element pr...