期刊文献+

节理岩体边坡概率损伤演化规律研究 被引量:16

STUDY ON PROBABILITY DAMAGE EVOLUTIONARY RULE OF JOINTED ROCK MASS SLOPE
下载PDF
导出
摘要 露天矿边坡岩体是含有大量空间上随机分布裂隙的三维损伤体,岩体的强度和内部裂隙分布在空间上均具有随机性,岩体损伤是一种概率损伤。应用三维节理网络模拟技术建立节理岩体损伤张量及概率分布规律的计算方法,综合应用Rosenblueth原理、损伤断裂力学与数值模拟等理论与技术,建立三维节理岩体概率损伤演化的耦合分析程序,通过对鞍钢眼前山露天铁矿南帮边坡岩体随采场逐渐下降过程中概率损伤演化规律的数值模拟,计算得出边坡岩体在不同开采阶段的损伤张量的均值与标准差,揭示节理岩体损伤张量在露天矿开采的空间和时间上的动态变化规律,建立露天矿不同开采阶段的边坡岩体三维随机损伤场,为评价露天矿边坡可靠性的动态变化规律奠定基础。 The rock mass of open mine slope is the 3D damage mass, which contains a large amount of joints distributing randomly in space. Because both its strength and joints distribution are random, the damage of rock mass is a kind of probability damage. According to the definition of damage tensor of jointed rock mass and simulation of 3D joint network, the analysis approach and program of the damage tensor and the probability distribution rule of jointed rock mass are put forward. Based on the Rosenblueth principle, the theories of effective stress in damage mechanics and fracture mechanics, FLAC3D numerical simulation and 3D joint network simulation, etc., the coupling analysis technique of the probability damage evolution in 3D jointed rock mass has been established. It organically combines the damage theory, fracture analysis of jointed rock mass and numerical simulation of slope excavation, and provides a practical approach for the probability damage evolution rule of jointed rock mass. The formation of slope is a long-term process during mining. With the development of mining engineering, damage of jointed rock mass is progressively accumulated. The results have been proved during the excavation of the south slope of Yanqianshan Open Iron Mine. The assessment and working process of the probability damage and the evolution are systematically studied with the excavation of the rock slope. The spatial distribution and evolution of the damage rules of the rock slope are quantitatively shown. 3D random damage fields of the rock mass in different excavation stages are established by applying Rosenblueth principle and numerical simulation of the damage evolution. The damage tensor, the mean and the variation of damage degree are calculated. The dynamic laws of stability and reliability of open pit mine will be well studied.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2006年第7期1396-1401,共6页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金资助项目(50274069) 教育部高等学校优秀青年教师教学科研奖励计划资助项目
关键词 边坡工程 概率损伤 Rosenblueth原理 节理岩体 露天矿边坡 slope engineering: probability damage Rosenblueth theory jointed rock mass open mine slope
  • 相关文献

参考文献12

  • 1刘新波,盛建龙.损伤力学理论在矿山边坡工程研究中的应用[J].非金属矿,1999,22(3):32-33. 被引量:3
  • 2Wu C,Hao H,Zhao J,et al.Statistical analysis of anisotropic damage of the Bukit Timah granite[J].Rock Mechanics and Rock Engineering,2001,34(1):23-38.
  • 3Sanchai M.Excavation-induced damage around underground opening in brittle rock[Ph.D.Thesis][D].Manitoba,Canada:University of Manitoba,2001.
  • 4Kyoya T,Ichikawa Y,Kawamoto T.A damage mechanics theory for discontinuous rock mass[A].In:Proc.of the 5th Int.Conf.Num.Methods in Geomechanics[C].Nagoya,Japan:[s.n.],1985.469-480.
  • 5王家臣,常来山,陈亚军,肖辉.露天矿节理岩体三维网络模拟与概率损伤分析[J].北京科技大学学报,2005,27(1):1-4. 被引量:9
  • 6Lemaitre T C.How to use damage mechanics[J].Nuclear Eng.and Design,1984,80:233-245.
  • 7刘新波,盛建龙.节理岩体损伤模型的有限元分析[J].武汉冶金科技大学学报,1997,20(4):393-396. 被引量:4
  • 8Ashby M F,Hallam S D.The failure of brittle solids containing small cracks under compressive stress states[J].Acta Metallurgica,1986,34(3):497-510.
  • 9常来山.露天矿节理岩体边坡概率损伤与动态可靠性研究[博士学位论文][D].北京:中国矿业大学,2005.
  • 10Wang J C.Reliability research on the working slope of an open pit mine[J].International Journal of Rock Mechanics and Mining Sciences,2000,37(4):715-721.

二级参考文献11

  • 1孙均.岩石力学新进展.中国岩石力学与工程学会第四次学术大会论文集[M].北京:中国科技出版社,1996..
  • 2T.Kawamoto.应力损伤力学来分析地下开采问题(英文)[J].材料,1986,35(392):3-13.
  • 3于学馥 刘怀恒 等.地下工程围岩稳定性分析[M].北京:煤炭工业出版社,1984..
  • 4孙均,中国岩石力学与工程学会第四次学术大会论文集,1996年
  • 5于学馥,地下工程围岩稳定性分析,1984年
  • 6Kyoya T, Ichikawa Y, Kawamoto T. A damage mechanics theory for discontinuous rock mass. In: Proc 5th Int Conf Num Methods in Geomechanics. Nagoya, 1985.469.
  • 7Zhang W, Valliappan S. Analysis of random anisotropic damage mechanics problems of rock mass. Rock Mech Rock Eng, 1990,23:91.
  • 8张强勇,朱维申,陈卫忠.三峡船闸高边坡开挖卸荷弹塑性损伤分析[J].水利学报,1998,29(8):19-22. 被引量:34
  • 9汪小刚,贾志欣,陈祖煜.岩石结构面网络模拟原理在节理岩体连通率研究中的应用[J].水利水电技术,1998,29(10):43-47. 被引量:21
  • 10李新平,朱维申.多裂隙岩体的损伤断裂模型及模型试验[J].岩土力学,1991,12(2):5-14. 被引量:9

共引文献12

同被引文献233

引证文献16

二级引证文献367

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