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Selected engineering properties and applications of EPS geofoam.

机译:EPS土工泡沫的选定工程特性和应用。

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摘要

Expanded polystyrene (EPS) geofoam is a lightweight material that has been used in engineering applications since at least the 1950s. Its density is about a hundredth of that of soil. It has good thermal insulation properties with stiffness and compression strength comparable to medium clay. It is utilized in reducing settlement below embankments, sound and vibration damping, reducing lateral pressure on substructures, reducing stresses on rigid buried conduits and related applications.; This study starts with an overview on EPS geofoam. EPS manufacturing processes are described followed by a review of engineering properties found in previous research work done so far. Standards and design manuals applicable to EPS are presented. Selected EPS geofoam-engineering applications are discussed with examples.; State-of-the-art of experimental work is done on different sizes of EPS specimens under different loading rates for better understanding of the behavior of the material. The effects of creep, sample size, strain rate and cyclic loading on the stress strain response are studied. Equations for the initial modulus and the strength of the material under compression for different strain rates are presented. The initial modulus and Poisson's ratio are discussed in detail. Sample size effect on creep behavior is examined.; Three EPS projects are shown in this study. The creep behavior of the largest EPS geofoam embankment fill is shown. Results from laboratory tests, mathematical modeling and field records are compared to each other. Field records of a geofoam-stabilized slope are compared to finite difference analysis results. Lateral stress reduction on an EPS backfill retaining structure is analyzed.; The study ends with a discussion on two promising properties of EPS geofoam. These are the damping ability and the compressibility of this material. Finite element analysis, finite difference analysis and lab results are included in this discussion. The discussion with the rest of the study points towards the main conclusion that EPS geofoam is the future material of promise in various civil engineering applications.
机译:发泡聚苯乙烯(EPS)土工泡沫是一种轻质材料,至少从1950年代就开始在工程应用中使用。它的密度大约是土壤密度的百分之一。它具有良好的隔热性能,其刚度和抗压强度可与中粘土媲美。它可用于减少路堤下方的沉降,声音和振动阻尼,减小子结构上的侧向压力,减小刚性埋入式管道及相关应用中的应力。这项研究从EPS泡沫塑料概述开始。介绍EPS制造过程,然后回顾迄今为止在以前的研究工作中发现的工程特性。介绍了适用于EPS的标准和设计手册。通过示例讨论了选定的EPS土工泡沫工程应用程序。为了更好地了解材料的性能,对不同尺寸的EPS样品在不同的加载速率下进行了最新的实验工作。研究了蠕变,样本量,应变率和循环载荷对应力应变响应的影响。给出了不同应变速率下材料的初始模量和强度的方程。详细讨论了初始模量和泊松比。检查样品大小对蠕变行为的影响。这项研究显示了三个EPS项目。显示了最大的EPS土工泡沫路堤填充物的蠕变行为。将实验室测试,数学建模和现场记录的结果进行比较。将泡沫泡沫稳定的边坡的现场记录与有限差分分析结果进行比较。分析了EPS回填固位结构的侧向应力减小。研究结束时对EPS泡沫塑料的两个有希望的特性进行了讨论。这些是该材料的阻尼能力和可压缩性。讨论中包括有限元分析,有限差分分析和实验室结果。与其余研究的讨论指向了一个主要结论,即EPS泡沫塑料是各种土木工程应用中有希望的未来材料。

著录项

  • 作者

    Elragi, Ahmed Fouad.;

  • 作者单位

    State University of New York College of Environmental Science and Forestry.;

  • 授予单位 State University of New York College of Environmental Science and Forestry.;
  • 学科 Engineering Civil.; Engineering Materials Science.; Geotechnology.
  • 学位 Ph.D.
  • 年度 2000
  • 页码 265 p.
  • 总页数 265
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;工程材料学;地质学;
  • 关键词

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