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首页> 外文期刊>Australian Geomechanics >A PRACTICAL MODIFICATION TO RAMAMURTHY ETAL. STRENGTH CRITERION BASED ON LAB DATA ANALYSIS OF DIFFERENT INTACT ROCK TYPES AND COAL
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A PRACTICAL MODIFICATION TO RAMAMURTHY ETAL. STRENGTH CRITERION BASED ON LAB DATA ANALYSIS OF DIFFERENT INTACT ROCK TYPES AND COAL

机译:对RAMAMURTHY ETAL的实际修改。基于实验室数据分析的不同完整岩石类型和煤的强度判据

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摘要

The original Ramamurthy et al. (1985) criterion propose the estimation of rock strength under compression forces. This criterion includes two constants B and α, which account for properties of different rocks. The validity of the strength criterion depends on the number of the data used to extract these constants. In this paper a wide range of triaxial lab data corresponding to various rock types reported in the literature was used to determine constants B and α in Ramamurthy's failure criterion. In addition these constants were determined for coal using cores taken at different angles with respect to its foliation planes: this allowed taking the isotropic transverse behaviour of coals into account. To fit the best curve to the data both linear conversion model (LCM) and nonlinear regression model (NRM) were applied. The results of the analyses and the proposed constants for different rock types and coals are presented.
机译:原始的Ramamurthy等。 (1985)标准提出了在压缩力作用下岩石强度的估计。该标准包括两个常数B和α,它们说明了不同岩石的特性。强度标准的有效性取决于用于提取这些常数的数据数量。在本文中,与文献中报道的各种岩石类型相对应的大量三轴实验室数据被用于确定Ramamurthy破坏准则中的常数B和α。此外,这些常数是使用相对于叶面成不同角度的岩心确定的:这些参数考虑了煤的各向同性横向行为。为了将最佳曲线拟合到数据,使用了线性转换模型(LCM)和非线性回归模型(NRM)。给出了分析结果以及针对不同岩石类型和煤的建议常数。

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