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邊坡巖體力學參數反分析方法

A new backward analysis method for mechanical parameters of slope rocks

  • 摘要: 為了提高數值計算結果的可靠度,基于正交設計、差分法和人工神經網絡建立了新的邊坡巖體力學參數反分析方法.按照正交設計要求,選定反演參數的水平,確定數值模擬方案;用FLAC2D差分程序計算得出相應的神經網絡分析樣本;對RBF神經網絡進行訓練;利用現場監測位移,對某露天礦邊坡巖體的力學參數進行神經網絡反分析.反分析結果與理論值的誤差很小,滿足精度要求,表明該反分析方法的可行性和精確性.

     

    Abstract: In order to improve the reliability of numerical simulation results, a new backward analysis method for mechanical parameters of slope rocks was developed based on orthogonal design, difference method and artificial neural network. According to orthogonal design, the value levels of the mechanical parameters were chosen, and simulation schemes were arranged; the related analytical samples for neural network were given by FLAC2D calculations; RBF neural network was trained; the physical and mechanical parameters of an open pit slope were analyzed backwards by well-trained RBF neural network and surveyed data about spot displacements. The error between the backward analysis results and the theoretical ones is much little and meets the demand of precision, which indicates that this backward analysis method is feasible and accurate.

     

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