边坡弹性模量位移反分析及其工程应用

Back analysis of elastic moduli according to the displacement measurements in cut slopes

本文建立了边坡弹性模量位移反分析模型，提出了实用反分析优化算法，并结合三峡船闸高边坡位移反分析实例，对上述模型和算法进行了验证．

A model and a practical optimization method are suggested in this paper for the back analysis of elastic moduli according to the displacement in cut slopes.The model and the method have been proved to be feasible through the back analysis of elastic moduli of the Three Gorges' shiplock slope.