| 低剂量水泥稳定碎石混合料强度特性研究 |
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| 引用本文： | 李再新. 低剂量水泥稳定碎石混合料强度特性研究[J]. 山西建筑, 2007, 33(12): 169-170 |
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| 作者姓名： | 李再新 |
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| 作者单位： | 东南大学交通学院,江苏南京,210096 |
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| 摘 要： | 对三种不同级配、水泥剂量为2%~5%的水泥稳定碎石混合料进行了室内室外(现场)强度发展情况对比分析,从而得出了室内外强度发展特性,指出施工中偏粗级配变异性较大,要严格控制施工过程;施工温度较低时,加强养护对后期强度影响不大。
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| 关 键 词： | 水泥稳定碎石混合料 级配 水泥剂量 强度特性 |
| 文章编号： | 1009-6825(2007)12-0169-02 |
| 修稿时间： | 2006-12-29 |
Research on strength characteristic of low cement-treated crush stone mixtures in laboratory and field road |
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| LI Zai-xin. Research on strength characteristic of low cement-treated crush stone mixtures in laboratory and field road[J]. Shanxi Architecture, 2007, 33(12): 169-170 |
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| Authors: | LI Zai-xin |
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| Abstract: | Through strength analysis of three different gradation low cement-treated crush stone mixtures of which cement dosages change from 2% to 5% in laboratory and field road,strength development characteristic are given.In field construction,more coarse aggregates containing show higher un-homogeneous.If curing measures are proper,paving cement-treated base in low temperature show little affection on ultimate strength. |
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| Keywords: | cement-treated crush stone mixture gradation cement dosage strength characteristic |
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