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FWD Analysis of Pavement Sections with Geotextile Separators

机译:带土工布分离器的人行道截面的FWD分析

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摘要

In an effort to quantify the contribution of geotextile separators to the long-termrnperformance of pavement sections, falling weight deflectometer (FWD) testing wasrncarried out over a 12-year period at a test section in southwest Washington State.rnFive different geotextile separators as well as a soil-only control section wererninstalled in the test section with a different base course thickness in the two lanes of arnlow volume but heavily loaded rural state highway. The performance of thernseparators was evaluated during construction and 5 and 12 years after construction.rnField and laboratory tests were conducted on the subgrade, granular base materials,rnand the geotextiles as part of the effort to correlate the performance of the pavementrnsection to the presence of the geotextile separators. As part of the most recentrnevaluation, the FWD results were analyzed using two recently developedrninterpretation methods, the FWD Area Program (version 2.0) and Evercalc PavementrnBackcalculation Program (version 5.20).rnThe results from the FWD Area Program generally showed a decrease in the adjustedrndeflections, and increases in the area parameter and subgrade modulus along the testrnsection over the 12-year period. The greatest increase in subgrade modulus occurredrnin the six months following construction. The control sections exhibited behaviorrnsimilar to the sections with geotextiles, suggesting that for relatively thick pavements,rngeotextiles separators may not provide a significant contribution to the long-termrnperformance of the pavement.rnThe Evercalc backcalculations indicated an increase in the adjusted pavement andrnsubgrade moduli over the 12-year period. The sections that contained geotextilesrngenerally showed an increase in the base course modulus, however, some of thernanalyses showed little to no increase in the base modulus in the control (soil only)rnsections. The results suggest that geotextiles might contribute to an increase in thernbase course modulus over time. These findings were also correlated with the resultsrnof the field and laboratory investigations.
机译:为了量化土工布分离器对人行道路段长期性能的贡献,在华盛顿州西南部的一个测试区进行了为期12年的降落重量偏转仪(FWD)测试。rn五种不同的土工布分离器以及在试验区安装了一个纯土控制区,在两根arnlow量但重载的农村公路上,基层厚度不同。在施工过程中以及施工后5年和12年内对分隔器的性能进行了评估。rn对路基,颗粒状基础材料,土工布进行了现场测试和实验室测试,这是将路面性能与路面是否存在相关的工作的一部分。土工布分离器。作为最新评估的一部分,使用两种最新开发的解释方法对FWD结果进行了分析,即FWD Area Program(2.0版)和Evercalc PavementrnBackcalculation Program(5.20版)。FWDArea Program的结果通常表明,调整后的挠度减小了,在过去的12年中,沿着测试区域的面积参数和路基模量增加。路基模量的最大增加发生在施工后的六个月内。控制部分的行为与土工布相​​似,表明对于较厚的人行道,土工布分离器可能不会对路面的长期性能产生重大影响。Evercalc的反算结果表明,经过调整的人行道和路基模量在12层以上年期间。包含土工织物的断面通常显示出基础层模量的增加,但是,某些分析显示,在对照(仅土壤)断面中,基本模量几乎没有增加。结果表明,土工织物可能会随着时间的流逝而增加基础路线模量。这些发现还与现场和实验室研究的结果相关。

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  • 来源
    《Geo-Frontiers 2005》|2005年|1-14|共14页
  • 会议地点 Austin TX(US)
  • 作者单位

    Montana Department of Transportation, PO Box 201001, Helena, MT 59620-1001, PH 406-444-9190, FAX 406-444-6204, email: bcollins@state.mt.us;

    rnDepartment of Civil and Environmental Engineering, Box 352700, University of Washington, Seattle, WA 98195-2700, PH 206-685-1760, FAX 206-543-1543, email: jmahoney@u.washington.edu;

    rnDepartment of Civil and Environmental Engineering, Box 352700, University of Washington, Seattle, WA 98195-2700, PH 206-543-7614, FAX 206-685-3836, email: holtz@u.washington.edu;

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  • 正文语种 eng
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