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金属矿山 ›› 2015, Vol. 44 ›› Issue (12): 15-18.

• 采矿工程 • 上一篇    下一篇

地应力对岩体爆破影响的数值模拟

张凤鹏1,彭建宇1,张鑫2,李元辉1   

  1. 1.深部金属矿山安全开采教育部重点实验室,辽宁 沈阳 110819;2.山东省黄金工程建设监理中心,山东 烟台 264002
  • 出版日期:2015-12-15 发布日期:2016-03-09
  • 基金资助:

    * “十二五”国家科技支撑计划项目(编号:2013BAB02B01,2013BAB02B03),中央高校基本科研业务费项目(编号:N120801002,N120701001),煤矿安全开采技术湖南省重点实验室开放基金项目(编号:201302)。

Numerical Simulation of the Effect of In-situ Stress on Rock Blasting

Zhang Fengpeng1,Peng Jianyu1,Zhang Xin2,Li Yuanhui1   

  1. 1.Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Shenyang 110819,China;2.Shandong Gold Engineering Construction Supervision Center,Yantai 264002, China
  • Online:2015-12-15 Published:2016-03-09

摘要: 将无限大岩体内柱状药包爆破简化为平面应变问题,基于双线性随动硬化屈服理论,采用ANSYS/ LS-DYNA对爆破过程进行模拟,研究垂直炮孔方向的双向地应力场对裂纹扩展规律的影响。模拟结果表明:双向等压下,裂纹区形状为圆形,其面积随地应力增大而非线性减小,但裂纹密度增大,给出了裂纹区面积与压应力之间的定量关系;而双向不等压情况下,裂纹区形状为近似椭圆形,长轴出现在较大压应力作用方向,短轴出现在较小压应力作用方向,在较小压应力不变的情况下,随着较大压应力增大,长轴先增大后减小,短轴减小,裂纹区面积先增加后减小,呈非单调变化。

关键词: 数值模拟, 地应力, 爆破, 岩体, ANSYS/LS-DYNA, 裂纹扩展

Abstract: Cylindrical charge blasting in infinite rock was simplified to the plane strain issues.Based on bilinear kinematic hardening yield theory,the blasting process was simulated by ANSYS/LS-DYNA to investigate the effect of biaxial stress of vertical blasthole on crack evolution.Numerical results show that:Fracture zones are circles under the equal bi-directional in-situ stresses,and cracks area decrease non-linearly with the increasing of in-situ stress,but the crack density increases.The quantitative relationship between compressive stress and crack zone area was given;Fracture zones are ellipses under the unequal bi-directional in-situ stresses.The longest axis of fracture zone coincides with the larger compressive principal stress and the shortest axis of fracture zone coincides with the smaller compressive principal stress.Under the condition of smaller invariable compressive stress,the length of long axis and the area of cracks decrease after increasing with increasing of the larger compressive stress,and the length of short axis decreases always.

Key words: Numerical simulation, In-situ stress, Blasting, Rock mass, ANSYS/LS-DYNA, Crack evolution