Durability of geogrid in a sloped reinforced soil wall after 25 years in-service

IF 2.8 2区工程技术 Q2 ENGINEERING, GEOLOGICAL

Geosynthetics International Pub Date : 2023-10-18 DOI:10.1680/jgein.22.00359

V. S. Quinteros, R. J. Fannin

引用次数: 0

Abstract

The durability of geogrid reinforcement exhumed after 25 years from a sloped wall structure was examined through a comparison of the material properties of exhumed samples with technical data for the original product type. Visual and microscopic inspections found no evidence of installation damage. Analysis of strain increments in rapid loading creep tests to 10 000 h showed excellent agreement between the exhumed and original materials. The results of this study lend confidence in the use of isochronous load–strain–time data for predicting the long-term strain of geosynthetic-reinforced soil structures in design to a serviceability limit state.

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斜面加筋土墙土工格栅服役25年后耐久性分析

通过将挖掘出的样品的材料特性与原始产品类型的技术数据进行比较，研究了25年后从倾斜墙结构中挖掘出的土工格栅加固的耐久性。目视和显微镜检查未发现安装损坏的证据。快速加载蠕变试验的应变增量分析表明，挖掘出的材料与原始材料之间具有良好的一致性。本研究的结果为使用等时荷载-应变-时间数据来预测土工合成加筋土结构在设计到使用极限状态时的长期应变提供了信心。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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来源期刊

Geosynthetics International ENGINEERING, GEOLOGICAL-GEOSCIENCES, MULTIDISCIPLINARY

CiteScore

6.90

自引率

20.00%

发文量

审稿时长

>12 weeks

期刊介绍： An online only, rapid publication journal, Geosynthetics International – an official journal of the International Geosynthetics Society (IGS) – publishes the best information on current geosynthetics technology in research, design innovation, new materials and construction practice. Topics covered The whole of geosynthetic materials (including natural fibre products) such as research, behaviour, performance analysis, testing, design, construction methods, case histories and field experience. Geosynthetics International is received by all members of the IGS as part of their membership, and is published in e-only format six times a year.

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