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Estimation of Strength of Massive Jointed Rock Mass Based on Generalized Hoek-Brown Criterion

机译:基于广义Hoek-Brown标准的大规模关节岩体强度估计

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The strength of massive jointed rock mass can be estimated based on Mohr-Coulomb criterion and Hoek-Brown criterion without making expensive experiment of massive jointed rock mass in site. Only using regression analysis, through transformation, Mohr-Coulomb criterion is compared with Hoek-Brown criterion, the strength of jointed rock mass can be economically obtained. In this paper, based on Geological Strength Index GSI and parameter J_v (Joint/m~3), the strength of massive jointed rock mass can be obtained. As an example of GSI 24 for massive jointed rock mass is taken, generalized Hoek-Brown criterion is analyzed linearly and approximately using regression analysis, strength of jointed rock mass can be economically obtained That provide economical and effective method for practical engineering analysis.
机译:可以基于Mohr-Coulomb标准和Hoek-Brown标准估算大规模连接岩体的强度,而无需在现场巨大的关节岩体实验。仅使用回归分析,通过转换,将Mohr-Coulomb标准与Hoek-Brown标准进行比较,可以在经济地获得连接岩体的强度。本文基于地质强度指数GSI和参数J_V(关节/ m〜3),可以获得大规模接合岩体的强度。作为用于大规模接合岩体的GSI 24的一个例子,线性地分析了广义的Hoek-棕色标准,大致使用回归分析,可以在经济地获得连接岩体的强度,为实际工程分析提供经济有效的方法。

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