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岩石边坡的变形与破坏,通常沿着岩石中存在的不连续面出现,故分析这些不连续面的分布、特征及其相互关系是至关重要的。本文在应用已有研究模式的基础上,提出两类优势面的概念及我们的研究模式,即通过边坡地质优势面和统计优势面的分析,求得真正优势面以评价边坡的稳定性。实践表明应用这一研究模式和程序使力学和地质分析有机地结合起来,有利于边坡问题的解决。
Deformation and destruction of rock slopes usually occur along discontinuous surfaces present in the rock. Therefore, it is important to analyze the distribution, characteristics, and relationships of these discontinuous surfaces. Based on the application of the existing research model, this paper proposes the concept of two types of advantages and our research model, that is, through the analysis of the geological advantage surface and statistical advantage surface of the slope, the true superiority surface is obtained to evaluate the stability of the slope. . Practice has shown that applying this research model and procedure to organically combine mechanics and geological analysis is beneficial to the solution of slope problems.