期刊文献+

表面形貌含波纹度的节理的闭合模型 被引量:2

MODEL FOR CLOSURE OF JOINT CONTAINING WAVINESS IN THE SURFACE MORPHOLOGY
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摘要 节理的闭合性质主要取决于节理的组合形貌特征,而并不单独地取决于节理面各自的形貌特征。本文分析了节理面及节理组合形貌的形貌特征,提出了含波纹度节理的闭合模型,模型中采用了节理组合形貌参数,可反映接触状态和初始开度对节理闭合性质的影响。实验验证了该模型比不考虑波纹度的闭合模型更接近于试验结果。 The closure behaviors of joint depend on the characteristics of composite morphology of joint principally and not morely depend on the morphologic characteristics of individual joint surfaces.In this paper after analysis of morphologic topographic characteristics of joint surfaces and composite morphology of joint a closure model for containing waviness in surface morphology is put forward.The composite morphology parameters of joint adapted in the model can reflect the influence of contact state and initial aperture on closure behavior of joint.It is confirmed by experiment that this closure model is closer to experiment results than the model that does consider the waviness in morphology of joint surfaces.
机构地区 同济大学
出处 《工程地质学报》 CSCD 1994年第2期38-47,共10页 Journal of Engineering Geology
基金 国家教委高校博士点专项基金
关键词 岩石 节理 表面形貌 闭合力学模型 Rock joints,Surface topography,Mechanical model,Closure
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同被引文献27

  • 1周枝华,杜守继.岩石节理表面几何特性的三维统计分析[J].岩土力学,2005,26(8):1227-1232. 被引量:26
  • 2夏才初,孙宗颀,潘长良.不同形貌节理的剪切强度和闭合变形研究[J].水利学报,1996,28(11):28-32. 被引量:12
  • 3夏才初.岩石结构面的表面形态特征研究[J].工程地质学报,1996,4(3):71-78. 被引量:27
  • 4张志刚,乔春生,李晓.单节理岩体强度试验研究[J].中国铁道科学,2007,28(4):34-39. 被引量:28
  • 5李庆松,杜守继.岩石节理表面三维粗糙特性参数的定量研究[C].中国岩石力学与工程学会第七次学术大会论文集,2002:91-93. 被引量:6
  • 6Belem T, Homand F, Souley M. Quantitative parameters for rock joint surface roughness[J]. Rock Mechanics and Rock Engineering, 2000, 33(4): 217-242. 被引量:1
  • 7Homand F, Belem T, Souley M. Friction and degradation of rock joint surfaces under shear loads[J]. International Journal for Numerical andAnalytical Methods in Geomechanics, 2001, 25(10): 973-999. 被引量:1
  • 8Jiang Y J, Li B, Tanabashi Y. Estimating the relation between surface roughness and mechanical properties of rock joints[J]. International Journal of Rock Mechanics & Mining Sciences, 2006, 43(6): 837-846. 被引量:1
  • 9Grasselli G, Egger P. Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters[J]. International Journal of Rock Mechanics & Mining Sciences, 2003, 40(1): 24-40. 被引量:1
  • 10Grasselli G. Shear strength of rock joints based on quantified surfacedescription[J]. Rock Mechanics and Rock Engineering, 2006, 39(4): 295-314. 被引量:1

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