聚丙烯纤维增强水稳基层抗裂性能评价及微观机理
作者:
作者单位:

(1.四川省交通建设集团有限责任公司,四川 成都 610047;2.西南交通大学 土木工程学院,四川 成都 610031)

作者简介:

通讯作者:

魏正红(1987—),女,工程师,主要从事道路与桥梁工程方面的研究工作。E-mail:yuqiyang20242024@163.com

中图分类号:

U444

基金项目:

成都市技术创新研发项目(2021-YF05-01173-SN)


Evaluation of crack resistance and microscopic mechanism of polypropylene fiber reinforced cement-stabilized base
Author:
Affiliation:

(1. Sichuan Transportation Construction Group Co., Ltd., Chengdu 610047, China;2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China)

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    摘要:

    为提升水泥稳定碎石基层的抗裂耐久性,可在其中加入不同掺量的聚丙烯纤维。通过试验测试不同养护龄期下试件的劈裂抗拉强度,确定了最佳聚丙烯纤维掺量;采用宏观力学性能试验,分析了聚丙烯纤维的掺入对试件抗压强度、劈裂抗拉强度、抗弯拉强度的影响;对掺入和未掺入聚丙烯纤维的两组试件进行了半圆弯曲试验,并利用数字图像相关(digital image correlation,DIC)技术对加载过程进行了全时域监测对比,得到其位移时间曲线。试验结果表明:水稳碎石基层中聚丙烯纤维的最佳掺量为0.10%,聚丙烯纤维的掺入能提升水稳基层的宏观力学性能,延缓水稳基层裂缝的发展,并通过应力传递降低水稳基层的应变集中及位移激增。

    Abstract:

    To improve the crack resistance and durability of the cement-stabilized macadam base, different amounts of polypropylene fiber were added to it. First, the optimal polypropylene fiber content was determined by testing the splitting tensile strength of the specimen at different curing ages. Then, the effects of polypropylene fiber incorporation on compressive strength, splitting tensile strength, and flexural tensile strength were analyzed by macroscopic mechanical property tests. Finally, the semicircular bending test was carried out on two groups of specimens, and the digital image correlation (DIC) technique was used to monitor and compare the loading process in the full time domain. In this way, the displacement-time curves of the specimens were obtained. The test results show that the optimal content of polypropylene fiber in the cement-stabilized macadam base is 0.10%, and the incorporation of polypropylene fiber can improve the macroscopic mechanical properties of the cement-stabilized base, delay the development of cracks in the cement-stabilized base, and reduce the strain concentration and displacement surge through stress transmission.

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魏正红,田港胜.聚丙烯纤维增强水稳基层抗裂性能评价及微观机理[J].交通科学与工程,2024,40(5):109-119.
WEI Zhenghong, TIAN Gangsheng. Evaluation of crack resistance and microscopic mechanism of polypropylene fiber reinforced cement-stabilized base[J]. Journal of Transport Science and Engineering,2024,40(5):109-119.

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  • 收稿日期:2024-05-27
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  • 在线发布日期: 2024-10-24
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