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Analysis of Embankments with Different Fill Materials using Plaxis-2D

机译:使用Plaxis-2D分析不同填充材料的路堤

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摘要

Slope stability analysis is one of the most important topic in geotechnical Engineering. For construction of Railway embankments, canal, road Embankments, earth dams etc. we go for different slopes with different geometric conditions. If the slope is natural made, the kind of problem is to check the sustainability of slope. If it is manmade type, the problem of choosing soils to build and other conditions which required for stable. The clear idea of this topic is to know the best suitability of locally available fill material. For this particular analysis done in latest version of 2016 PLAXIS2D. This particular software has the 5 stages of sequential computation like soil, structure, mesh generation, flow conditions, staged construction. Each individual stage having maximum number options regarding all the properties of soil, loading conditions, water table effect, geometry, reinforcements. Analysis contains usage of different fill materials and different slope angles with different heights. Present slope study includes the homogeneous soils, as well as slope section with different soils layers.
机译:边坡稳定性分析是岩土工程中最重要的主题之一。对于铁路路堤,运河,公路路堤,土坝等的建设,我们选择了具有不同几何条件的不同斜坡。如果斜坡是天然的,则问题是检查斜坡的可持续性。如果是人造类型,则需要选择要建造的土壤以及稳定所需的其他条件。这个主题的主意是了解本地可用填充材料的最佳适用性。对于此特定分析,请在最新版本的2016 PLAXIS2D中进行。该特定软件具有5个顺序计算阶段,例如土壤,结构,网格生成,流动条件,分阶段施工。每个阶段都有最大数量的选项,涉及土壤的所有特性,荷载条件,地下水位效应,几何形状和增强物。分析包含使用不同填充材料和不同高度的不同倾斜角度。目前的边坡研究包括均质土以及具有不同土层的边坡断面。

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