基于FLAC强度折减法的边坡稳定性分析

    Based on the FLAC strength subtraction of slope stability analysis

    • 摘要: 将FLAC强大的数值计算能力与强度折减技术相结合,通过对汉阳港区专用线改建工程边坡的稳定性分析表明,强度折减法所确定的边坡安全系数与传统极限平衡法所得的结果十分接近,滑面的形状及位置也极为相似,因此认为该方法是合理可行的。

       

      Abstract: Combining the powerful numerical calculation ability of FLAC and strength reduction technology and through the slope stability analysis of reconstruction project of hanyang port lines, it shows that the slope safety coefficient by strength reduction method, is very close to the traditional limit equilibrium method, and the shape and position of sliding surface also is very similar, so that the method is feasible.

       

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