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Research on Settlement and Deformation Control of Newly-built High-speed Railway and Existing Line Foundation under Different Overlap and Filling Types

机译:新建高速铁路沉降和变形控制及现有线基础下的不同重叠和填充类型

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Subgrade filling of high-speed railway will cause additional settlement and deformation of existing lines.In this paper,using the finite element analysis platform (Taxis 2D) and considering the settlement of the existing line itself, This paper analyzes the impact of the new and old subgrade lap type and the layer filled this lesson of the new subgrade on the implementation of the existing subgrade. The results illustrate the following points:(1) Compared with different overlapping surface types, different filling those points have a greater impact on the settlement of the existing line; (2) The height of the steps is 0.6m and the width is 1.0m.In the subsequent layered filling construction process, each level The loading capacity of 30cm is more reasonable, which can effectively control the influence of the existing line on the additional settlement of the existing railway. The research results can provide a reference for the optimization of similar roadbed width construction.
机译:高速铁路的路基填充将造成现有线路的额外结算和变形。本文采用了有限元分析平台(出租车2D)并考虑到现有线本身的结算,本文分析了新的和新的影响 旧的路基LAP类型和图层填写了新路基的本课程,实现了现有路基的实施。 结果说明了以下几点:(1)与不同的重叠表面类型相比,不同填充这些点对现有线的沉降产生了更大的影响; (2)步长的高度为0.6米,宽度为1.0m.在随后的分层填充结构过程中,每个级别30厘米的装载能力更合理,可以有效地控制现有线路对额外的影响 现有铁路的解决。 研究结果可以为优化类似的地面宽度施工提供参考。

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