Modelling of blast-induced fractures in jointed rock masses

被引:103
|
作者
Wang, Z. L. [1 ,2 ]
Konietzky, H. [2 ]
机构
[1] Univ Sci & Technol China, Dept Modern Mech, Hefei 230027, Peoples R China
[2] Tech Univ Bergakad Freiberg, Inst Geotech, D-09596 Freiberg, Germany
关键词
Jointed rock masses; Blasting; Coupled method; Dynamic fracture; Numerical modelling; NUMERICAL-SIMULATION; WAVE-PROPAGATION; DAMAGE; ELEMENT;
D O I
10.1016/j.engfracmech.2009.05.004
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper focuses on the dynamic fracturing process of jointed rock masses due to blast wave loading. A coupled numerical method using both LS-DYNA (a transient dynamic finite element program) and UDEC (an universal discrete element code) is outlined first. The blast-induced fracture extension in two representative jointed rock masses is studied subsequently. Besides, the effects of loading density of explosive charge on fracture evolution and the effects of the preexisting earth stress and free face on the fracturing process of rock masses are also explored in detail. The numerical results capture some of the well-known phenomena observed in the field and expected theoretically, and thus can offer useful guidelines to blasting design in rock masses. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1945 / 1955
页数:11
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