期刊文献+

采动影响下硐室群稳定性预测研究 被引量:6

Forecast of Stability of Underground Caverns Affected Rock Mass by Mining
下载PDF
导出
摘要 在受采动影响情况下,为了判断岩体内硐室群的稳定性,提出了利用概率积分法与Druck-er-Prager准则相结合的判断方法.在极坐标系统下,根据概率积分法原理,推导出岩体内任意一点的xε,εy,zε,γxy,γxz,yγz等6个变形分量;以此为基础,求出该点的最大主应变、中间应变、最小主应变,利用Drucker-Prager准则,求出应力差Δf;若Δf大于零表明该点己破坏,若小于零表明该点不受采动影响.利用自主开发的判别程序,生成离散数据,借助Grapher4.0后处理平台,生成可视化图形,进而直观地判断岩体内硐室群的应变状态是否达到破坏.工业性试验表明该方法判断岩体内硐室群受开采影响情况下具有一定的可靠性. We propose the method of using the probability integral in combination with the D-P(Drucker-Prager) criterion to determine the stability of underground caverns affected by mining.According to the basic theory of probability integral in a polar coordinate system,the deformation components of εx,εy,εz,γxy,γxz and γyz at a random point in rock mass are deduced.On this basis,the maximum principal strain,the middle strain,and the minimum principal strain are deduced and the stress difference Δf is obtained by using the D-P criterion.If Δf is greater than zero,it indicates that this point has become failure;if Δf is smaller than zero,it indicates that this point has not become failure.The discrete data is generated by using the self-developed computer program and the visual graph is generated with the aid of Grapher 4.0.By doing so,we can visually judge whether the deformation of the underground caverns has reached a failure state or not.The practice shows that this method is some reliabile.
出处 《采矿与安全工程学报》 EI 北大核心 2009年第3期308-312,共5页 Journal of Mining & Safety Engineering
基金 煤炭工业科技项目(MTKJ08-338)
关键词 概率积分法 硐室群 内磨擦角 黏结力 DRUCKER-PRAGER准则 probability integral underground caverns inner frictional angle cohesion Drucker-Prager criterion
  • 相关文献

参考文献6

二级参考文献17

  • 1[1]纪万斌.塌陷学概论[M].北京:中国城市出版社,1990.
  • 2[4]邓喀中.开采沉陷中岩体结构效应[M].徐州:中国矿业大学出版社,1993.
  • 3[6]MHAMMAD N,LLOYD P,REDDISH D J.Longwall surface subsidence prediction through numerical modeling[C]// PENG S S.Proc 16th]nt Confr on Ground Control in Mining,Colorado,USA,1997.
  • 4[1]煤炭科学研究院北京开采研究所.煤矿地表移动与覆岩破坏规律及其应用[M].煤炭工业出版社,1983.
  • 5[3]朱伯芳.有限元法原理及应用[M].水电出版社,1979.
  • 6[4]博嘉科技.ANSYS融会与贯通[M].中国水利水电出版社,2002.
  • 7中华人民共和国行业标准编写组.JTG D70-2004公路隧道设计规范[S].北京:人民交通出版社,2004.
  • 8BARTON N.Some new Q value correlations to assist in site characterization and tunnel design[J].International Journal of Rock Mechanics and Mining Sciences,2002,39(2):185-216.
  • 9Norwegian Tunnelling Society.Norwegian tunnelling society publication No.14[C]//Chapter 5:Rock Mass Classification.[S.l.]:[s.n],2004:25-27.
  • 10DAHLE H,LARSEN T,MYRVANG A,et al.Extensive core disking during overcoring in the world's longest double tube road tunnel[C]//Proc.of the Int.Symp.on In-situ Rock Stress.Trondheim:[s.n.],2006:19-21.

共引文献67

同被引文献45

引证文献6

二级引证文献12

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部