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Reliability analysis of geogrid creep data in Japan

机译:日本土工格栅蠕变数据的可靠性分析

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摘要

The data collected by creep testing carried out in conformity with current Japanese practice and reported in Public Works Research Center product certification reports are interpreted in order to identify and discuss differences between current Japanese practice and European and US practices. A database of 66 different geogrid products from 10 different manufacturers was reviewed comprising of 362 different constant load creep tests. An important outcome from the analysis of the creep test data collected to date is a strong case for the adoption of elevated temperature testing in order to eliminate the excessively long extrapolation times required to compute creep strength reduction factors.
机译:对蠕变测试收集的数据进行了解释,以识别和讨论当前的日本实践与欧洲和美国的实践之间的差异,这些蠕变测试是根据当前的日本实践进行的,并根据公共工程研究中心的产品认证报告进行了报告。审查了来自10个不同制造商的66种不同土工格栅产品的数据库,其中包括362种不同的恒定载荷蠕变测试。迄今为止收集到的蠕变测试数据的分析得出的重要结果是,采用高温测试以消除计算蠕变强度降低因子所需的过长的外推时间是一个强有力的案例。

著录项

  • 来源
    《Soils and foundations》 |2014年第4期|608-620|共13页
  • 作者单位

    Department of Civil and Environmental Engineering, National Defense Academy, 1-10-20 Hashirimizu, Yokosuka 239-8686, Japan;

    GeoEngineering Centre at Queen 's-RMC, Department of Civil Engineering, Royal Military College of Canada, Kingston, Ontario K7K 7B4, Canada;

    Washington State Department of Transportation, State Materials Laboratory, Olympia, WA 98504-7365, USA;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Geogrid; Creep; Creep testing; Reliability;

    机译:土工格栅;蠕变;蠕变测试;可靠性;

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