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变温变湿条件下早强水泥稳定碎石的断裂性能
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长沙理工大学 交通运输工程学院

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中图分类号:

U414

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目)


The Cracking Characteristics of Cement Stabilized Macadam with Early Strength Agent under Variable Temperature and Humidity Curing Conditions
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Affiliation:

1.School of Traffic and Transportation Engineering,Changsha University of Science &2.Technology

Fund Project:

The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)

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    摘要:

    在大温差、低湿度环境下,水泥稳定碎石的养生条件不能满足规范要求,导致其早期强度增长缓慢,容易产生开裂。本研究旨在探讨工程实际环境温度、湿度、养生龄期以及早强剂掺量对水泥稳定碎石断裂性能的影响。根据实际环境气温数据确定变温条件,并以不同温度(变温和标准温度)和湿度(相对湿度95%、80%、65%)条件的组合设置四种养生条件。按照0%、10%以及15%的早强剂掺量制备三种试件,分别养生14和28天。通过劈裂试验、四点弯曲弯拉强度试验、四点弯曲弯拉模量试验和半圆弯曲试验对试件的断裂性能进行测试。结果表明,在变温条件下,水泥稳定碎石的断裂性能包括强度、刚性和韧性均低于标准温度条件。其中劈裂断裂功下降幅度最大,为31.74%,弯拉模量最小,为8.60%。湿度越低,水泥稳定碎石断裂性能越差。掺早强剂可以缓解养生条件的负面影响。通过扫描电子显微镜观察到,变温或者较低湿度会使水泥水化程度降低,而掺早强剂使其升高。通过相关性和可靠性分析,建议使用四点弯曲试验来测试水泥稳定碎石的断裂性能。

    Abstract:

    In environments with high temperature and humidity variations conditions, the curing conditions of cement stabilized macadam do not meet the specifications. This leads to slow early strength development and cracking. This study aims to investigate the effects of actual environmental temperature, humidity, curing age, and early strength agent on the cracking characteristics of cement stabilized macadam. Variable temperature conditions are determined based on actual environmental temperature data. Four curing conditions are set according to different temperature (variable temperature and standard temperature) and humidity (relative humidity of 95%, 80%, and 65%). Three types of specimens are prepared with different early strength agent contents, and cured for 14 and 28 days, respectively. Cracking characteristics is tested through splitting, four-point bending flexural strength, four-point bending flexural modulus, and semi-circular bending tests. The results show that under variable temperature conditions, the cracking characteristics, including strength, rigidity, and toughness, is lower than that under standard temperature conditions. Among them, the decrease in splitting fracture work is the most significant, by 31.74%, and the flexural modulus is the smallest, by 8.60%. The lower the curing humidity, the more prone the cement stabilized macadam is to cracking. The incorporation of early strength agent can mitigate the negative effects of curing conditions. Scanning electron microscope observations reveal that variable temperature or lower humidity reduce the degree of cement hydration, while the addition of early strength agent enhances it. Based on correlation and reliability analysis, it is recommended to use the four-point bending test to assess the cracking characteristics of cement stabilized macadam.

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  • 收稿日期:2024-12-25
  • 最后修改日期:2025-01-11
  • 录用日期:2025-01-14
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