期刊文献+

考虑基体变形的节理闭合变形理论模型 被引量:8

JOINT CLOSURE DEFORMATION MODEL BASED ON ASPERITY-SUBSTRATE DEFORMATION
在线阅读 下载PDF
导出
摘要 节理的表面形貌对其法向闭合变形有重要影响,对给定的节理而言,接触状态也是影响闭合变形的重要因素,不同接触状态得出的闭合变形曲线差异较大。基于Hertz理论的Greenwood模型不能考虑接触状态对闭合变形的影响,Brown模型引入不同接触状态节理的组合形貌拓展了Greenwood模型。对单个微凸体的弹性分析表明:Greenwood模型与Brown模型均没有考虑基体变形的影响,基于统计理论将考虑基体变形的单微凸体变形模型应用于整个粗糙节理表面得到一个新的节理闭合模型。最后,采用该模型分析处于不同接触状态的节理闭合变形数据并与Brown模型的计算结果进行比较,验证该模型的合理性。 Joint surface topography has important effect on its closure deformation behavior. For a given joint, the contact state is also a key factor and different contact states will get curves with big difference in joint closure test. Greenwood model based on Hertz theory is a commonly used model but it is difficult to consider the contact state of joint surface. An improved version of original Greenwood model was addressed and this model introduce composite topography, whose height at any point is the sum of the height of the upper and lower joint surfaces measured form arbitrary reference planes. Elasticity analysis showed that the asperity contacts can cause compression of the asperities and the deformation of the substrate. Greenwood model and the Brown model do not consider the asperity and substrate deformation. A single asperity mechanical model extended to the whole rough surface based on statistical theory. Then, a new improved version of Brown model with inclusion of compression of the asperities and the deformation of the substrate is formulated. At last, comparison between this improved Brown model and original Brown model is conducted to analyze joint closure deformation data from different contact states of Joint with the same topography; and the rationality of the improved Brown model is verified.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2012年第A01期3068-3074,共7页 Chinese Journal of Rock Mechanics and Engineering
基金 国家自然科学基金资助项目(40972178)
关键词 岩石力学 节理 接触状态 三维组合形貌 闭合变形 HERTZ接触理论 rock mechanics joint contact state three-dimensional composite topography closure deformation Hertz contact theory
  • 相关文献

参考文献17

  • 1GOODMAN R E. Methods of geological engineering in discontinuous rocks[M]. New York: West, 1976:472 - 490.
  • 2BANDIS S, LUMSDEN A C, BARTON N R. Fundamental of rock joint deformation[J]. International Journal of Rock Mechanics and MiningSciencesandGeomechanicsandAbstracts, 1983, 20(6): 249 - 268.
  • 3MALAMA B, KULATILAKE P H S W. Models for normal fracture deformation under compressive loading[J]. Intemational Journal of Rock Mechanics and Mining Sciences, 2003, 40(6): 893 - 901.
  • 4俞缙,赵晓豹,赵维炳,李晓昭,关云飞.改进的岩石节理弹性非线性法向变形本构模型研究[J].岩土工程学报,2008,30(9):1316-1321. 被引量:38
  • 5孙宗颀.不连续面应力—变形性质的研究[J].岩石力学与工程学报,1987,6(4):287-300. 被引量:15
  • 6HOPKINS D L. The implications of joint deformation in analyzing the properties and behavior of fractured rock masses, underground excavations, and fanlts[J]. International Journal of Rock Mechanics and MiningSciences, 2000, 37(1/2): 175-202.
  • 7GREENWOOD JA, WILLIAMSON J B P. Contact of nominally fiat surfaces[J]. Proceedings of the Royal Society of London: Series A, 1966, 195(1 442): 300 - 319.
  • 8GREENWOOD J, TRIPP J H. The contact of two nominally fiat rough surfaces[J]. Proceedings of the Institution of Mechanical Engineers, 1971, 185(1): 625-633.
  • 9YAMADA K, TAKEDA N, KAGAMI J, et al. Mechanisms of elastic contact and friction between rough surfaces[J]. Wear, 1978, 48(1): 15 - 34.
  • 10SWAN G, SUN Z Q. Prediction of shear behavior of joints using profiles[J]. Rock Mechanics and Rock Engineering, 1985, 18(3): 183 - 212.

二级参考文献57

共引文献105

同被引文献119

引证文献8

二级引证文献45

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