| 骨架密实型水泥稳定碎石的配合比设计方法及路用性能研究 |
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| 引用本文： | 严战友 赵健勇 张永满. 骨架密实型水泥稳定碎石的配合比设计方法及路用性能研究[J]. 石家庄铁道学院学报(社会科学版), 2005, 0(3): 43-46 |
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| 作者姓名： | 严战友 赵健勇 张永满 |
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| 作者单位： | [1]石家庄铁道学院交通工程分院,河北石家庄050043 [2]河北省石家庄-张家口高速公路筹建处,河北石家庄050043 |
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| 摘 要： | 在总结国内外研究的基础上，提出骨架密实型水泥稳定碎石，用以减少基层收缩裂缝产生，从而提高水泥稳定碎石基层使用性能，同时与国内规范推荐级配的水泥稳定碎石作比较，结果表明，骨架密实型水泥稳定碎石具有优良的路用性能。
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| 关 键 词： | 水泥稳定碎石 骨架密实 路用性能 抗裂性 |
| 修稿时间： | 2004-12-07 |
A Research on the Mix Design Method for Cement Stabilized Aggregate of Dense Framework and its Road Performance |
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| Yan Zhangyou,Zhao Jianyong,Zhang Yongman. A Research on the Mix Design Method for Cement Stabilized Aggregate of Dense Framework and its Road Performance[J]. , 2005, 0(3): 43-46 |
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| Authors: | Yan Zhangyou Zhao Jianyong Zhang Yongman |
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| Affiliation: | 1.School of Communication Engineering, Shijiazhuang Railway institute, ShiJiazhuang 050043, China; 2. Preparatory Division of Shijiazhuan - Zhangjiakou Express Highway, ShiJiazhuang 050043, China |
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| Abstract: | In order to decrease the shrinkage crack and improve the property of cement stabilized aggregate base course, on the basis of summarizing the present research at home and abroad, this paper puts forward the dense framework cement - stabilized aggregate. C |
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| Keywords: | cement stabilized aggregate dense framework road performance decrease the shrinkage crack |
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