| 二灰砂砾混合料组成设计研究 |
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| 引用本文： | 李强,李炜光.二灰砂砾混合料组成设计研究[J].交通标准化,2009(17):103-106. |
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| 作者姓名： | 李强 李炜光 |
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| 作者单位： | [1]河南省交通厅公路管理局,河南郑州450052 [2]长安大学,陕西西安710064 |
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| 摘 要： | 采用薄弱夹层分析法对二灰稳定类材料组成特点进行分析,以揭示材料强度增长三阶段特点,并从空间组合角度阐释混合料二级分散系的结构特点,提出与混合料路用性能密切相关的材料组成参数——二灰胶砂合理富余量指标,进而提出基于使用性能的混合料组成设计方法。室内测试分析证明：基于二灰胶砂富余量的混合料使用性能与胶砂富余量密切相关。
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| 关 键 词： | 薄弱夹层 强度增长特性 二级分散系 二灰胶砂合理富余量 混合料组成设计 |
Lime-flyash Gravel Mixture Composite Design |
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| Institution: | LI Qiang, LI Wei-guang (1.Highway Administrative Bureau of Henan Provincial Communication Department, Zhengzhou 450052, China; 2.Chang＇an University, Xi＇an 710064, China) |
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| Abstract: | A weak interlayer analysis method has been introduced to analyze the characteristic of limeflyash stabilized material. The three phases of strength growth in lime-flyash stabilized material are put forward. The secondary dispersion system characteristic of mixture structure has been explained from the angle of spatial combination. The reasonable margin index of lime-flyash mortar which has a close relationship with the mixture road performance is given, and the mixture design method based on road performance is put forward. The close relationship between mortar margin and mixture road performance which is based on the lime-flyash mortar margin has been validated by the laboratory test. |
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| Keywords: | weak interlayer strength growth characteristic secondary dispersion system lime-flyash mortar reasonable margin mixture composite design |
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