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首页> 外文期刊>Arabian Journal for Science and Engineering >A Procedure for Analysing Reinforced Embankments
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A Procedure for Analysing Reinforced Embankments

机译：加筋路堤分析程序

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摘要

In this paper, equations are derived to calculate the factor of safety, in addition to the force required for reinforcement to achieve the desired factor of safety in reinforced embankments. The equations are derived based on the limit equilibrium approach. Assuming the failure surface to be an arc of a circle, solutions have been developed to take into account the effect of applied loads and the effect of applying the reinforcement in layers. For the equations derived to give valid solutions, assumptions should be satisfied. These include: the center of the slip circle must lie at a level at or above the bottom of the tension crack; the entire berm should lie within the failure plane; and the direction of reinforcement force is assumed to be horizontal. Typical examples have been analyzed to illustrate the use of the solutions. A comparison is made with the results of Bishop's simplified method of slices through the software PROKON and previous analytic solutions, and good agreement was obtained.
机译：在本文中，除了为实现加筋路堤所需的安全系数所需的加力外，还导出了计算安全系数的方程。这些方程是基于极限平衡法导出的。假设破坏面是一个圆弧，已经开发出解决方案来考虑施加的载荷的影响和分层施加钢筋的影响。对于得出有效解的方程式，应满足假设。其中包括：滑移圆的中心必须位于张力裂纹底部或上方的高度；整个护堤应位于故障平面内；并且假定增强力的方向为水平。分析了典型示例以说明解决方案的使用。通过软件PROKON和以前的解析解决方案将Bishop的切片简化方法的结果进行了比较，并获得了良好的一致性。

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