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Lifetime prediction of geogrids for reinforcement of embankments and slopes

机译:土工格栅加固路堤和边坡的使用寿命预测

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The failure of geogrids can be defined as an excessive creep strain, which causes the collapse of slopes and embankments. In this study, accelerated creep tests were applied to two different types of polyester geogrids. at 75. 80. and 85 degreesC by applying, loads of 30 and 50% of the ultimate tensile strenaths using a newly designed test equipment which allowed creep testing at higher temperatures. Then, the creep curves obtained were shifted and superposed on the time axis by applying time-temperature superposition principles. In predicting the lifetimes of geogrids, the underlying distribution of failure times was determined based on identification of the failure mechanism. The results indicate that the conventional procedures with the newly designed test equipment are shown to be effective in prediction of the lifetimes of geogrids with shorter test times. In addition, the predicted lifetimes of geogrids having different structures at various creep strains give guidelines for user, to select the appropriate geogrids in the field. (C) 2004 Elsevier Ltd. All rights reserved.
机译:土工格栅的破坏可以定义为过度的蠕变应变,它会导致斜坡和路堤倒塌。在这项研究中,加速蠕变测试应用于两种不同类型的聚酯土工格栅。通过使用新设计的测试设备在75. 80.和85摄氏度下施加30%和50%的极限拉伸强度,可以在更高的温度下进行蠕变测试。然后,通过应用时间-温度叠加原理,将获得的蠕变曲线移动并叠加在时间轴上。在预测土工格栅的寿命时,基于故障机制的确定来确定故障时间的潜在分布。结果表明,采用新设计的测试设备进行的常规程序可有效预测具有较短测试时间的土工格栅的使用寿命。另外,在各种蠕变应变下具有不同结构的土工格栅的预测寿命为用户提供了指导,以便在现场选择合适的土工格栅。 (C)2004 Elsevier Ltd.保留所有权利。

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