Assessment of the Energy Balance of Rock Masses through Discrete Element Modelling

被引:7
|
作者
Hamdi, Jabrane [1 ,2 ]
Souley, Mountaka [1 ]
Scholtès, Luc [3 ]
Al Heib, Marwan [1 ]
Gunzburger, Yann [2 ]
机构
[1] INERIS, Direct Risques Sol & Sous Sol Ecole Mines, Campus ARTEM,CS 14234, F-54042 Nancy, France
[2] GeoRessources Univ Lorraine, Ecole Mines, Campus ARTEM,CS 14234, F-54042 Nancy, France
[3] GeoRessources Univ Lorraine, 2 rue Doyen Marcel Roubault, F-54042 Vandoeuvre Les Nancy, France
关键词
energy balance; rock mass; discrete elements method; Yade;
D O I
10.1016/j.proeng.2017.05.202
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
With the increase of mining depth, rockbursts become one of the most serious hazards in mines. Studies of rockburst mechanisms can be done through the application of various numerical methods at the laboratory and site scales. Among the different methods available, the discrete element method (DEM) is now increasingly used thanks to its capability to explicitly model the initiation and propagation of fractures leading to failure. The paper deals with the evaluation and analysis of the energy components developing inside a rock mass by means of discrete element modeling. For this purpose, the code YADE Open DEM has been used. The rock mass is viewed as an assembly of bonded particles that interact through an elastic-brittle and frictional contact law. Interparticle breakage can occur by either tensile or shear mechanisms and interparticle friction is considered with respect to a Mohr-Coulomb criterion. Pre-existing fractures are explicitly modeled as frictional interfaces. To investigate the evolution of input and dissipated energy, various energy terms are evaluated for different loading paths. The energy terms include boundary works, elastic strain energy, friction and crack dissipation, kinetic energy and damping dissipation. The proposed energetic approach is verified by computing the energy balance of the system during simulations of compression, tension and shear tests. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:442 / 450
页数:9
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