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Prefabricated geosynthetic drains: Characterization and implementation in MSE structures.

机译:预制土工合成排水管:MSE结构的表征和实施。

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摘要

Failures of MSE structures are often a result of poor drainage which lead to the development of pore water pressure thus decreasing the soil strength while increasing the driving forces that act on such structures. As the demand for economical designs of earth retaining structures becomes more prevalent, particularly in the private sector, there is an ever-increasing need to implement low quality (low permeability) backfill into the reinforced zone. Hence, the frequency of failures of MSE structures is likely to increase unless the poor drainage properties of the fill material are mitigated by integrating filters such as prefabricated drains to intercept and transmit the water from behind the structure to a location where it can be properly handled.; Current performance properties and criteria of prefabricated drains are not readily available. This study reports the test results of several types of prefabricated drain products. The results show the transmissivity of such materials under varying normal pressures, representing soil overburden pressures, and hydraulic gradients. The experimental data shows that when transmissivity data is plotted on a semi-log scale against normal stress, a bi-linear behavior is exhibited. At a certain stress level, regardless of hydraulic gradient, there is a sharp reduction in transmissivity. At this critical stress, the drain's structure collapses and, from a practical viewpoint; it ceases to function. Consequently, this work reports the transmissivity of typical drains as well as the limit overburden pressure (or embedment depth) signifying the useful limit of such drains.; This work also shows numerically how the prefabricated drains can be integrated into MSE structures. The drainage capacity, embedment depth and a steady state flow are combined to produce a tool for the proper selection of a drain for a particular application. Parametric studies show the effectiveness of properly selected drains in increasing the stability of MSE structures.
机译:MSE结构的失败通常是排水不畅的结果,导致排水压力上升,从而降低了土壤强度,同时增加了作用在此类结构上的驱动力。随着对土方结构的经济设计的需求变得越来越普遍,尤其是在私营部门中,对增强区域实施低质量(低渗透性)回填的需求日益增长。因此,除非通过填充过滤器(例如预制排水管)来拦截填充材料的不良排水性能,以将水从结构后面拦截并传输到可以适当处理的位置,否则MSE结构的失败率可能会增加。 。;当前的性能特性和预制排水管的标准尚不可用。这项研究报告了几种类型的预制排水产品的测试结果。结果显示了这种材料在不同的常压下的透射率,代表土壤上覆压力和水力梯度。实验数据表明,当透射率数据相对于法向应力以半对数刻度绘制时,表现出双线性行为。在一定的应力水平下,无论水力梯度如何,透射率都会急剧下降。在这种临界应力下,排水管的结构崩溃了,从实际的角度来看;它停止运行。因此,这项工作报告了典型排水沟的透光率以及极限上覆压力(或埋深),表明了这种排水沟的有用极限。这项工作还通过数字显示了预制排水管如何集成到MSE结构中。排水能力,埋深和稳态流量相结合,产生了一种工具,用于为特定应用正确选择排水装置。参数研究表明,正确选择排水管可提高MSE结构的稳定性。

著录项

  • 作者

    Gusbar, Vincent F.;

  • 作者单位

    University of Delaware.;

  • 授予单位 University of Delaware.;
  • 学科 Engineering Civil.
  • 学位 M.C.E.
  • 年度 2006
  • 页码 105 p.
  • 总页数 105
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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