| 抗裂水泥稳定碎石基层配合比设计 |
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| 引用本文： | 高雪.抗裂水泥稳定碎石基层配合比设计[J].交通标准化,2011(1):115-118. |
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| 作者姓名： | 高雪 |
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| 作者单位： | 中铁十五局集团第五工程有限公司,河南,洛阳,471002 |
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| 摘 要： | 在室内试验和理论研究的基础上,提出新型骨架密实型水泥稳定碎石基层配合比设计方案,可用以减少基层收缩裂缝的产生,从而提高水泥稳定碎石基层的使用性能,同时与国内规范推荐的骨架密实型水泥稳定碎石基层进行比较,结果表明,新型骨架密实型水泥稳定碎石基层具有优良的抗裂性。
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| 关 键 词： | 水泥稳定碎石基层 骨架 干缩 温缩 |
Mix Design of Anti-crack Cement Stabilized Macadam Base |
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| GAO Xue.Mix Design of Anti-crack Cement Stabilized Macadam Base[J].Communications Standardization,2011(1):115-118. |
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| Authors: | GAO Xue |
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| Institution: | GAO Xue(5th Engineering Co.,Ltd.,China Railway 15th Bureau Group Co.,Ltd.,Luoyang 471002,China) |
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| Abstract: | On basis of laboratory and theoretical studies,it puts forward the new type of skeleton dense cementstabilized aggregate base in order to decrease the shrinkage crack and improve the property of cement stabilized aggregate base course.Compared with the skeleton dense cement stabilized macadam base recommended by domestic standards,the results show that the new type of skeleton dense cement stabilized macadam base has excellent crack resistance. |
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| Keywords: | cement stabilized macadam base skeleton drying shrinkage temperature shrinkage |
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