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掺纤维水泥稳定碎石基层材料配合比研究
引用本文:杨红辉,陈忠达,戴经梁.掺纤维水泥稳定碎石基层材料配合比研究[J].公路交通科技,2006,23(3):20-22,26.
作者姓名:杨红辉  陈忠达  戴经梁
作者单位:长安大学,公路学院,陕西,西安,710064
摘    要:水泥稳定碎石基层材料由于刚性大,容易收缩开裂,导致沥青混凝土面层反射裂缝.一般地,水泥稳定碎石基层材料收缩受级配和外加剂等因素的影响,文章在固定级配的基础上,通过在水泥稳定碎石基层材料中掺加适量的纤维,以减少基层材料的刚性,增大其抗裂能力.鉴于掺纤维水泥稳定碎石基层材料路用性能影响因素多,文章采用均匀设计方法安排试验,并用SPSS统计软件对试验结果进行回归分析,确定了影响掺纤维水泥稳定碎石基层路用性能的主要因素和最佳配合比.试验结果表明,掺纤维水泥稳定碎石具有良好的柔韧性能和较小的收缩系数.

关 键 词:纤维  配合比  水泥稳定碎石  均匀试验
文章编号:1002-0268(2006)03-0020-03
收稿时间:2004-12-13
修稿时间:2004-12-13

Study on Mixture of Cement-stabilized Aggregate Mixture with Fiber
YANG Hong-hui,Chen Zhong-da,DAI Jing-liang.Study on Mixture of Cement-stabilized Aggregate Mixture with Fiber[J].Journal of Highway and Transportation Research and Development,2006,23(3):20-22,26.
Authors:YANG Hong-hui  Chen Zhong-da  DAI Jing-liang
Abstract:For cement-stabilized aggregate has lager rigidity, it is easy to shrink and crack, the try to reduce the shrinkage of cement-stabilized aggregate through adding some fiber to the material. Since there are ninny factors influencing the performance of the materials, the uniform design method is used for arranging the test and the SPSS software is utilized to conduct regression analysis. The major factors are identified and the optimal mix scale is built. The test result indicates that cement-stabillzed aggregate mixture with fiber possesses good performance.
Keywords:Cement-stabilized aggregate  Fiber  Mixture  Uniform design method
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