地下厂房围岩变形的分形特性研究
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TU45

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国家自然科学基金面上项目(50974091);襄樊学院青年项目(2009YB019);襄樊学院科研启动项目:节理岩体中应力波传播规律研究;襄樊学院教研项目(JY200927)


Study on Fractal Characteristic of Surrounding Rock Deformation in Underground Powerhouse
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    摘要:

    依据地下厂房围岩各点位移在时域上的变化特征,剖析了围岩各点变形的分形特性,探讨了分形维数的变化规律与趋势。研究发现,仪器各测点的位移时域曲线分形维数的极大值均出现在被裂缝穿越的厂(横)0+115.60断面上,究其原因,是该断面相对其他部位存在更多引发围岩变形的因素,导致所测位移时间曲线的不规则程度增大,使其存在更多精细结构,因而量测出的维数将更大。位移时间曲线维数达到极大值极有可能是仪器埋设处围岩开裂的迹象与先兆,这可作为围岩开裂与否的判据。

    Abstract:

    According to the displacement changes of measuring points with time in a underground powerhouse,the fractal characteristic of deformation of surrounding rock was analyzed,and the changing rule and trend of fractal dimension of deformation were discussed.It was discovered that maximum of fractal dimension of displacement at various measuring points all appears on the 0 + 115.60 section traversed by crack.The reason is that there are more factors causing deformation of surrounding rock on the section than on other sections,which lead to the increase of irregular degree and the existence of more complicate structures in displacement-time curve,so measured fractal dimension is larger.The result disclosed that the occurrence of maximum dimension of displacement-time curve probably is the hint and foreboding of the surrounding rock fracturing,in which measuring instrument is embedded,this can used as the criterion to judge whether surrounding rock cracks.

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李业学.地下厂房围岩变形的分形特性研究[J].矿业研究与开发,2010,(4):14-17

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  • 在线发布日期: 2012-06-17
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