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本文结合岩体 CSIR和 NGI分类体系 ,介绍了由岩体经验强度准则和岩体分类指标 RMR和Q估算地基岩体强度参数和变形模量的方法 ,从而为快速、经济地进行岩基设计提供了重要途径。
Based on CSIR and NGI classification system of rock mass, this paper introduces the method of estimating strength parameters and deformation modulus of rock mass based on rock mass empirical strength criterion and rock mass classification index RMR and Q, so as to provide a quick and economical basis for rock mass design An important way.