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经验强度准则确定有压隧硐上覆岩层最小厚度的方法 被引量:1

METHOD OF DETERMINING OVERLYING STRATA MINIMUM THICKNESS OF TUNNEL IN HYDRAULIC ENGINEERING WITH HOEK-BROWN STRENGTH CRITERION
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摘要 水工建筑中,据岩体的强度特性和内水压力的大小,精确确定有压隧硐上覆岩层最小厚度是非常重要的。文章在对经典方法进行评述的基础上,引入反映岩体非线性破坏特征的经验强度准则,视有压隧硐为内水压力和岩体初始应力联合作用的弹性体,据经验准则对岩体破坏的表述,理论推导了坚硬无裂缝岩体中有压隧硐上覆岩层最小厚度计算公式。最后,以简单算例说明文中方法。 As an important piece of work in hydraulic engineering, it is the key to determine the minimum thickness of overlying rock formation of the tunnel under pressure. On the basis of introducing the method of calculating the stress of surrounding rocks and the failure character of rock mass, the authors derived the equation of determining the minimum thickness of overlying rock formation with the Hoek-Brown strength criterion. In order to explain the method, an example is offered in the paper. It is shown that the method can not only determine the minimum and maximum thickness of overlying rock formation, but also decide the failure and stability of tunnel. So it is available to engineering practice in the future after proved.
出处 《地球与环境》 CAS CSCD 2004年第2期78-82,共5页 Earth and Environment
关键词 有压隧硐 上覆岩层最小厚度 经验强度准则 tunnel under pressure overlying rock minimum thickness Hoek-Brown strength criterion
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参考文献4

  • 1[3]Hoek E, Brown, E T. Underground Excavations in Rock(2nd)[M]. Hertford, England : Austin & Sons Ltd, 1988.
  • 2宋建波,于远忠.岩体经验强度准则及其强度参数m,s的确定方法[J].西南工学院学报,2001,16(1):26-29. 被引量:23
  • 3[5]Hoek E, Brown E T. Strength of joined rock masses[J]. Geotechnique, 1983, 33(3): 187~223.
  • 4[6]肖树芳,杨淑碧.岩体力学(第一版)[M].北京:地质出版社,1986.

二级参考文献3

  • 1E. Hoek and E.T. Brown, Underground Excavations in Rock, Austin And Sons Ltd, Hertford, England, 1980
  • 2E. Hoek and E.T. Brown, Empirical Strength Criterion for Rock Masses, 1994,Geotechnical Engineering, Division America Society, Civil Engineering.
  • 3严春风,徐健,陈彦峰,陈易梅.岩体Hoek-Brown经验强度准则参数随机特征分析[J].岩石力学与工程学报,1999,18(5):542-545. 被引量:16

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