| 非级配矿渣碎石的路用性能试验研究 |
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| 引用本文： | 郑秀娟,齐美娟,窦远明,李晓会.非级配矿渣碎石的路用性能试验研究[J].交通科技,2007(1):108-110. |
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| 作者姓名： | 郑秀娟 齐美娟 窦远明 李晓会 |
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| 作者单位： | 1. 河北工业大学土木工程学院,天津,300132
2. 保定交通规划设计院,保定,071000 |
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| 摘 要： | 通过对原材料的检测和选择，确定多组不同配合比并对其进行强度比较．阐述了非级配碎石的路用性能和二灰稳定碎石混合料组成设计方法的全过程。
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| 关 键 词： | 二灰稳定碎石混合料 配合比设计 试验研究 |
| 修稿时间： | 2006-09-13 |
Test Study of the Performance of the Road with the Non-class Slag Macadam |
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| Zheng Xiujuan,Qi Meijuan,Dou Yuanming,Li Xiaohui.Test Study of the Performance of the Road with the Non-class Slag Macadam[J].Transportation Science & Technology,2007(1):108-110. |
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| Authors: | Zheng Xiujuan Qi Meijuan Dou Yuanming Li Xiaohui |
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| Institution: | 1. Civil engineering institute in Hebei University of Technology, Tianjin 300132,China; 2. Transportation plan design institute in Baoding, Baoding 071000,China |
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| Abstract: | Through detailed testing and selecting the materials, we fixed a number of different groups of mixing ratio and compared their strength. The article expounds the road performance of non-class macadam and elaborates the whole course of the design method of lime/flyash stabilized-crushed-stone mixture. |
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| Keywords: | lime/flyash stabilized-crushed-stone mixture design of mixing ratio test study |
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