西南石油大学学报(自然科学版) ›› 1998, Vol. 20 ›› Issue (3): 18-22.DOI: 10.3863/j.issn.1000-2634.1998.03.006

• 油气藏工程 • 上一篇    下一篇

适合于破碎体的强度判别准则优选

王平全 唐林 邱先强

  

  1. (西南石油学院石油工程系,四川 南充 637001)
  • 收稿日期:1997-01-07 修回日期:1900-01-01 出版日期:1998-08-20 发布日期:1998-08-20
  • 通讯作者: 王平全

The Optimization of Failure Criteria for Disin-tegrated Rock Mass

Wang Ping-quan Tang Lin Qiu Xian-qiang
  

  1. ( Dept. of Petroleum Engineering,SWPI, Sichuan, 637001 )
  • Received:1997-01-07 Revised:1900-01-01 Online:1998-08-20 Published:1998-08-20
  • Contact: Wang Ping-quan

摘要: 对破碎体强度破坏的判别准则进行了系统分析、筛选,认为Hoek-Brown、Mohr-Coulumb、Griffith-Meclin-tock、最大张应力、最大张应变、三参数八面体剪应力、含弱面结构岩体的三维(二维)等强度准则适合于破碎体的破坏判别。应根据具体情况(岩性、岩体的破碎程度、应力状态等)选择相应的强度准则。

关键词: 岩石破碎, 岩石力学, 岩石应力, 破裂压力, 破坏强度, 破岩机理, 判断, 标准

Abstract: In this paper, systematic analyses are made on the failure criteria for strength failure of disintegrat-ed rock mass. It is shown that such failure criteria as
Hock-Brown, Mohr-Coulumb, Griffith-Meclin-tock, maximum tensile stress, maximum tensile strain, three-parametric octahedral shearing stress,
two- and three- dimensional failure criterion of rock mass with weak planes, are suitable for the fail-ure determination of rock mass. The failure criteria
can be chosen correspondingly, according to the spe-cific conditions ( rock property, degree of disintegra-tion of the rock mass, and stress status, etc. ).

Key words: Disintegrated rock mass, Rock mechanics, Failure, Mechanism, Criteria

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