【摘要】 阐述了边坡稳定性分析的现状和不足,基于Hoek-Brown准则,在岩质边坡稳定性分析中建立分析模型,提出了一种在类似问题中确定抗剪强度参数!、c的新方法,最后以实例来说明此方法的运用。更多还原

【Abstract】 Elaborated the actualities and lack of slope stability analysis currently,based on the Hoek-Brown criterion,establish the analysis model in slope stability analysis,provide a new solution for finding shear strength parameter in the similar question.Finally,illustrate the application of the new solution by an example.更多还原