不同岩性岩石的单轴抗压强度与弹性模量关系

    Relationship Between Uniaxial Compressive Strength and Elastic Modulus of Rocks Based on Different Lithological Characters

    • 摘要: 为了研究煤系地层岩石单轴抗压强度与弹性模量间的关系,以淮南矿区某矿378组岩石样本为研究对象,基于岩性不同,将这些岩石样本分成6类,以弹性模量为自变量,单轴抗压强度为因变量,分别采用线性函数、二次函数、幂函数3种回归模型对二者之间的关系进行拟合,获得若干回归拟合关系式。经过分析比较,构建了6个分别针对这6类岩性的岩石抗压强度与弹性模量关系式,并通过在顾北矿中的应用,对给出的回归拟合关系式的可靠度与适用性做出了说明。

       

      Abstract: In order to study the relationship between uniaxial compressive strength and elastic modulus of rocks in coal measure strata, taking 378 groups of rock sample from a mine in Huainan Mining Area as the research object, these rock samples are divided into 6 categories based on different lithological characters. Taking the uniaxial compressive strength as the dependent variable and the elastic modulus as the independent variable, three regression models including linear function, quadratic function and power function are used to fit the relationship between these two parameters respectively, and then some regression correlation expressions are obtained. Through analysis and comparison, six correlation expressions between these two parameters are set up respectively for these six lithological characters of rock samples and the reliability and applicability of the given regression correlation expressions is shown through the application in Gubei Coal Mine.

       

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