| 骨架密实型水泥稳定碎石基层路用性能研究 |
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| 引用本文： | 张玉福,钱璞,张玉娥.骨架密实型水泥稳定碎石基层路用性能研究[J].交通标准化,2011(7):20-22. |
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| 作者姓名： | 张玉福 钱璞 张玉娥 |
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| 作者单位： | 陕西省榆林公路管理局,陕西,榆林,719000 |
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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基层材料理论设计方法,以减少基层的收缩裂缝,并通过与国内规范推荐的水泥稳定碎石作比较,结果表明,骨架密实型水稳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 抗裂性能 |
Road Performance of Framework-Dense Cement-Stabilized Macadam Base |
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| ZHANG Yu-fu,QIAN Pu,ZHANG Yu-e.Road Performance of Framework-Dense Cement-Stabilized Macadam Base[J].Communications Standardization,2011(7):20-22. |
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| Authors: | ZHANG Yu-fu QIAN Pu ZHANG Yu-e |
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| Institution: | (Shaanxi Province Yulin Highway Administration,Yulin 719000,China) |
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| Abstract: | Based on the research at home and abroad,this paper proposes the method that can reduce the shrinkage crack for designing material of framework-dense cement-stabilized macadam base.By being compared with the cement-stabilized macadam recommended in domestic norm,the framework-dense cement-stabilized macadam is proved to have excellent road performance. |
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| Keywords: | cement-stabilized macadam dense framework road performance anti-cracking ability |
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