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有干涉条件的二灰稳定类材料骨架状态评价 被引量:1

Skeleton state evaluation of lime-flyash-stabilized-material under interference condition
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摘要 选取了3种级配、4种富余量共12种典型二灰砂砾混合料方案,对其在不同干涉程度下混合料骨架状态变化特性进行了研究,提出采用平均粒径间距指标建立混合料中粗集料排列状态,据此借助图像分析技术对试验结果进行了分析。结果表明:骨架面积指数和二灰胶砂富余量线形关系良好,可用于评价干涉条件下混合料骨架状态;通过建立的骨架面积修正指数与二灰胶砂富余量关系曲线,发现当二灰胶砂富余量介于50%~100%之间时,因干涉导致的骨架面积修正指数处于最小波动范围。 12 kinds of lime-flyash-gravel mixture with 3 gradations and 4 margins were designed. The changing features of skeleton state of these mixtures under different interference strengths were studied. The arranging state of coarse aggregate was built according to the average-grain- space-index. The test datum were analyzed by photo technology. The results show that: the skeleton-area-index has a good linear relationship with lime-flyash-mortar-margin, and this relationship can be used to evaluate the skeleton state; the relation curve of skeleton-areamodified-index with lime-flyash-mortar margin can be figured, and it can he found that skeletonarea-modified-index change induced by interference is within the smallest bound when lime-flyashmortar-margin is from 50% to 100%. 3 tabs, 4 figs, 12 refs.
出处 《长安大学学报(自然科学版)》 EI CAS CSCD 北大核心 2009年第2期5-8,共4页 Journal of Chang’an University(Natural Science Edition)
基金 浙江省交通科技项目(2007H21)
关键词 道路工程 二灰砂砾混合料 二灰胶砂富余量 平均粒径间距 骨架面积指数 road engineering lime-flyash-gravel mixture lime-flyash-mortar margin average-grain-space skeleton-area-index
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