煤炭工程 ›› 2015, Vol. 47 ›› Issue (1): 95-97.doi: 10.11799/ce201501030

• 研究探讨 • 上一篇    下一篇

平朔矿区露井联采边坡岩体采动损伤规律研究

常来山1,邓会镜1,李绍臣2,丁鑫品2   

  1. 1. 辽宁科技大学矿业工程学院
    2. 煤炭科学研究总院
  • 收稿日期:2013-11-11 修回日期:2014-03-15 出版日期:2015-01-10 发布日期:2015-01-10
  • 通讯作者: 常来山 E-mail:changlaishan@126.com

Study on rock slope damage rule in combine mining in Pingsuo Mining Area

  • Received:2013-11-11 Revised:2014-03-15 Online:2015-01-10 Published:2015-01-10

摘要: 露天和井工开采导致边坡岩体应力场发生改变,进而节理扩展,损伤增加,强度降低。根据Kawarnoto损伤张量概念、等效应变原理及断裂力学理论,对安太堡煤矿露井联采条件下的节理岩体损伤演化进行了模拟,得到了边坡岩体在露采与井采时的损伤张量分布。露天开采后损伤度峰值达到0.590,采动影响范围约30m;井工开采对边坡面附近岩体影响较小,损伤几乎没有增加,采空区上部岩体损伤度峰值达0.5~0.8。

关键词: 岩体损伤, 各向异性, 露井联采, 节理岩体

Abstract: The rock mass is a king of more jointe medium with initial geometrical damage. Open and undergroung mimimg result in change of stress field, thereby joint lengthening,,damage increasing, strength decreasing. According to Kawarnoto damage tensor concept, equivalent strain principle and fracture mechanics theory, the joint damage evolution of rock mass is simulated of Antaibao coal mine under the condition of the combine mining. The damage tensor distribution was diacovered. The peak of damage degree was 0.590 after open-pit mining, and influence scope was about 30 meters.The rock mass damage of slope surface after undergroung mining wass almost not increased; The rock mass damage degree peak upon mined-out area was 0.5 ~ 0.8.

Key words: rock mass damage, anisotropic, combine mining, joint rock mass

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