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裂隙岩体表征单元体的确定及工程应用 被引量:7

Determination of Representative Elementary Volume of Fractured Rock Mass and Its Engineering Application
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摘要 以某水电站为工程背景,介绍了两种确定裂隙岩体REV的新方法:数字图像处理法和非连续变形DDARF法。依据水电站岩性差异、风化及卸荷程度,将围岩划分为若干工程地质区段并建立随机裂隙网络模型,研究尺寸效应对岩体力学参数的影响规律,获得了REV表征尺寸和等效力学参数;得到岩体的非线性强度准则,嵌入FLAC3D对水电站开挖进行模拟,并监测关键点位移。结果表明:水电站围岩的抗压强度与围压成正相关;洞室开挖对厂房上下游中部和拐角处影响较大,应加强对这些部位的支护;关键点的位移数值结果与现场监测值基本吻合,误差小于5%。数字图像处理法和DDARF法为裂隙岩体REV的确定开拓了新思路,对复杂条件下地下洞室围岩的稳定性分析有广泛的应用前景。 With the engineering background of a hydropower station,two new methods to determine the REV of fractured rock masses are introduced: Digital Image Processing method and discontinuous deformation method DDARF. The hydropower station’s surrounding rock masses are divided into several engineering geological sections based on lithologic differences,weathering and unloading degrees,and a stochastic fractured network model is established,the mechanical parameters’ response law of rock masses with different sizes is studied,the REV size of rock masses and equivalent mechanical parameters are obtained; The nonlinear strength criterion of rock masses is set up,with the criterion nested into FLAC3 D,excavation of hydropower station is simulated,and the displacements of key points are monitored. Results show that the surrounding rock masses’ compressive strength of hydropower station has a positive correlation with confining pressure; the excavation of cavern has large effect on this cavern’s corners and the centres of upstream and downstream,these parts should be strengthen and supported; numerical results and monitoring values of key points’ displacements are in line,with the error less than 5%. The Digital Image Processing method and DDARF method open up a new way of determining fractured rock masses’ REV,which have a broad application prospect for analyzing underground surrounding rock masses’ stability under complex conditions.
出处 《地下空间与工程学报》 CSCD 北大核心 2016年第1期25-29,共5页 Chinese Journal of Underground Space and Engineering
基金 国家自然科学基金(51278287) 教育部创新团队发展计划(IRT13075) 山东省自然科学基金(ZR2011EL049)
关键词 裂隙岩体 DDARF REV 数字图像处理 非线性强度准则 水电站 fractured rock mass DDARF REV Digital Image Processing nonlinear strength criterion hydropower station
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参考文献14

  • 1Bear J. Dynamics of fluids in porous media [ M ]. New York : American Elsevier, 1972. 被引量:1
  • 2Wilson C R, Witherspoon P A. An investigation of lami- nar flow in fractured porous rocks [ D ]. University of California, Berkalay, California, 1970. 被引量:1
  • 3Oda M. Permeability tensor for discontinuous rock masses[J]. Geotechnique, 1985, 35(4): 483-495. 被引量:1
  • 4Shlomo P N. Stochastic continuum representation of frac- tured rock permeability as an alternative to the REV and fracture network concepts [ A ]//In : Proc. the 28th US Symposium of Rock Mechanics [ C ]. Tucson Belkema: University of Arizona, 1987: 533-561. 被引量:1
  • 5周创兵.裂隙岩体渗流场与应力场耦合分析研究[D].武汉:武汉水利电力大学,1995. 被引量:2
  • 6Kulatilake P H S W. Estimating elastic constants and strength of discontinuous rock [ J ]. J. Geotech. Engrg., ASCE, 1985, 111(7): 847-864. 被引量:1
  • 7Ki bok M, Jing L R. Numerical determination of the e- quivalent elastic compliance tensor for fractured rock masses using the distinct element method [ J ]. Interna- tional Journal of Rock Mechanics and Mining Sciences, 2003, 40: 795-816. 被引量:1
  • 8张贵科,徐卫亚.裂隙网络模拟与REV尺度研究[J].岩土力学,2008,29(6):1675-1680. 被引量:37
  • 9孙广忠著..岩体结构力学[M].北京:科学出版社,1988:381.
  • 10周火明,盛谦,陈殊伟,熊诗湖,杨火平.层状复合岩体变形试验尺寸效应的数值模拟[J].岩石力学与工程学报,2004,23(2):289-292. 被引量:36

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