西部交通科技
西部交通科技
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WESTERN CHINA COMMUNICATION SCIENCE & TECHNOLOGY
2012年
5期
5-8
,共4页
沥青混合料%细集料%填充效应%试验研究
瀝青混閤料%細集料%填充效應%試驗研究
력청혼합료%세집료%전충효응%시험연구
Asphalt mixtures%Fine aggregate%Filling effect%Experimental study
文章利用均匀试验法,研究了不同含量的2.36mm和1.18mm细集料颗粒对沥青混合料骨架空隙的填充效应。结果表明:2.36mm颗粒是影响混合料填充效应的主要因素;1.18mm颗粒对沥青混合料骨架空隙的填充作用明显弱于2.36mm颗粒,是填充效应的次影响因素。
文章利用均勻試驗法,研究瞭不同含量的2.36mm和1.18mm細集料顆粒對瀝青混閤料骨架空隙的填充效應。結果錶明:2.36mm顆粒是影響混閤料填充效應的主要因素;1.18mm顆粒對瀝青混閤料骨架空隙的填充作用明顯弱于2.36mm顆粒,是填充效應的次影響因素。
문장이용균균시험법,연구료불동함량적2.36mm화1.18mm세집료과립대력청혼합료골가공극적전충효응。결과표명:2.36mm과립시영향혼합료전충효응적주요인소;1.18mm과립대력청혼합료골가공극적전충작용명현약우2.36mm과립,시전충효응적차영향인소。
Using the uniform test method, the article studied the filling effect of 2.36mm and 1.18mm fine aggregate particles with different content on the skeleton gaps of asphalt mixtures.The results shewed that: 2. 36mm particles were the main factors affecting the filling effect of mixtures; 1.18mm particles had a significantly weaker filling effect on the skeleton gaps of asphalt mixtures than 2. 36mm particles,which was the secondary influencing factor of filling effect.