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Use of randomly oriented polyethylene terephthalate (PET) fiber in combination with fly ash in subgrade of flexible pavement

机译:无规取向聚对苯二甲酸乙二醇酯(PET)纤维与粉煤灰结合在柔性路面路基中的使用

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This paper is based on the study on the effect of engineering properties of soil by the inclusion of recycled polyethylene terephthalate (PET) fibers in combination with the fly ash in the subgrade soil. The engineering properties, especially studied were the shear strength, shear modulus, California Bearing Ratio (CBR), indirect tensile strength and Atterberg limits using clayey soil. The recycled PET fiber and fly ash were mixed in the clayey soil in various combinations. The proportions ranging from 0% to1.6% by weight of the soil with an increment of 0.4% in respect of PET fibers, whereas from 0% to 20% by weight of the soil with an increment of 5% in case of Fly Ash. The various tests were performed on the samples prepared in varied combinations. The experimental investigations show that there was an improvement in the shear strength, CBR value, and a decrease in the plasticity index. The Optimum quantity found to be, recycled PET fiber 1.2% with 15% Fly Ash by the weight of the soil, which showed improved strength parameters of the subgrade soil. (C) 2018 Elsevier Ltd. All rights reserved.
机译:本文基于对路基土壤中掺入再生聚对苯二甲酸乙二醇酯(PET)纤维和粉煤灰的土壤工程性质的影响的研究。尤其要研究的工程特性是使用黏性土的抗剪强度,剪切模量,加利福尼亚承载比(CBR),间接抗拉强度和Atterberg极限。将回收的PET纤维和粉煤灰以各种组合混合在粘土中。相对于PET纤维,该比例为土壤重量的0%至1.6%,增量为0.4%,而对于粉煤灰,该比例为土壤重量的0%至20%,增量为5% 。对以不同组合制备的样品进行了各种测试。实验研究表明,剪切强度,CBR值有所提高,而塑性指数则有所降低。发现最佳量是按土壤重量计1.2%的再生PET纤维和15%的粉煤灰,这表明路基土壤的强度参数得到了改善。 (C)2018 Elsevier Ltd.保留所有权利。

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