一种特殊边坡的变分法计算分析
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TU43

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Analysis on a Special Slope by Variational Method
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    摘要:

    变分原理已广泛应用于许多工程力学分析中,但在边坡分析中应用较少。通过一个特殊边坡的应力分析算例,将变分方法引入边坡分析中,为类似边坡分析稳定性计算开辟了新途径。根据已知的位移边界条件,找到了适合的位移分量函数,用瑞次法求解,从而计算出边坡内部土体的位移场和主应力场。由变分计算结果得到主应力σ1和σ3,结合摩尔-库伦强度准则,计算出该边坡的滑移面为椭圆弧。

    Abstract:

    Variational methods has been used widely in engineering mechanics analysis,but is used less in slope analysis.Based on the application of variational method in the stress analysis of a special slope,the authors attempted to apply variational method to slope analysis,so as to find a new approach of slop analysis.According to displacement boundary condition,compatible displacement component functions were found,and then displacement field and main stress field in slope could be calculated by Rayleigh-Ritz method.Based on main stress σ1 and σ3 that were calculated by variational method,Mohr-Coulomb failure criterion was applied to calculation,the calculated result showed that the slip surface of the slope is elliptic.

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李示波,黄志安,朱小波.一种特殊边坡的变分法计算分析[J].矿业研究与开发,2010,(1):6-8

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  • 在线发布日期: 2012-06-17
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