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本文将陈守煌教授创立的工程模糊集理论引入到边坡稳定性分析中,对一些主要的理论和方法在边坡稳定性分析中的应用进行了研究,该模型可以考虑分析中所涉及到的计算力学参数的模糊性。
In this paper, the engineering fuzzy set theory created by Professor Chen Shouhuang was introduced into the slope stability analysis, and the application of some major theories and methods in the slope stability analysis was studied. The model can consider the calculation involved in the analysis Fuzziness of mechanical parameters.