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Comparison of technical solutions for slope retaining structure at waste treatment facility of Dolenjska

机译:Dolenjska废物处理厂的边坡挡土结构技术解决方案比较

摘要

The diploma deals with supporting embankment slop on the case of the Centre for WasteudManagement Dolenjska. Five ways are analysed and further on they are compared to eachudother on the basis of economical and constructible points of view.udThe introduction includes indicative content, methodology framework and research methods.udIn the second chapter of the thesis theoretical basis is described (different types of supportudconstructions, presented variants calculations, applied standards and weight calculations). Inudthe third and fourth chapters geological and existing conditions of the area are presented.udThe following two chapters are presented with computational analysis of the thesis. In theudfifth chapter supporting embankment slop with secant pile with and without the wall areudanalysed, whereas in the sixth chapter three variants of the supporting embankment of the slopudof reinforced earth in two different inclines and one of which with stone facing are presented.udCalculations of the anchorage secant pilot variants were carried out by PLAXIS 8.0 andudreinforced earth embankment variants by SLIDE software program.udIn the final chapter of the thesis comparison of the variants are conducted, implementationudproposals initiated which are followed by a conclusion.
机译:该文凭涉及废物 udManagement Dolenjska中心案例中的路堤边坡。在经济和可构建的观点基础上,分析并进一步比较了五种方法。 ud绪论包括指示性内容,方法框架和研究方法。 ud在论文的第二章中,描述了理论基础(支撑 udconstructions的不同类型,介绍了变体计算,适用的标准和重量计算)。在第三和第四章中介绍了该地区的地质和现有条件。在以下两章中对论文进行了计算分析。在第五章中,分析了带有和不带有墙的割线桩的支护路堤,而在第六章中,分析了两种不同坡度的加筋土的支护路堤的三种变型,其中一种是石砌面。 ud通过PLAXIS 8.0和 uded加固土堤变形通过SLIDE软件程序进行计算。 ud在论文的最后一章中,比较了变形,发起了实施 udproposals,随后是结论。

著录项

  • 作者

    Oražem Polona;

  • 作者单位
  • 年度 2009
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"sl","name":"Slovene","id":39}
  • 中图分类

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