Estiamting the dimensions of lightweight fill behind a seawall using the slice method

机译：使用切片方法估算防波堤后轻质填充物的尺寸

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This paper presents the results of a parametric study to estiamte the optimum dimensions of a lightweight fill used to reduce the lateral pressure behind a seawall. Three modes of failure were assumed and analyses were carried out using the conventional slice method. The effect of bottom width, thickness and shape of the lightweight fill on developement of lateral pressure behind a quay wall were investigated. In addition, the parametric study was extended to estiamte the effect of using rubble stone as the interface with the lightweight fill.

机译：本文介绍了一项参数化研究的结果，以估计用于减轻海堤后面的侧向压力的轻质填充物的最佳尺寸。假定了三种故障模式，并使用常规切片方法进行了分析。研究了轻质填料的底部宽度，厚度和形状对码头墙后侧向压力发展的影响。此外，参数研究已扩展到估计使用碎石作为轻质填充物的界面的效果。

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《International symposium on coastal geotechnical engineering in practice》|2000年|p.669-674|共6页
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Y. Mitarai; T. Amino; Y. Yamamura;
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中图分类海洋学;
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Estiamting the dimensions of lightweight fill behind a seawall using the slice method

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