| 沥青混合料禁区路用性能研究 |
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| 引用本文： | 丛卓红,郑南翔,牛思胜.沥青混合料禁区路用性能研究[J].重庆交通大学学报(自然科学版),2006,25(6):59-62,67. |
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| 作者姓名： | 丛卓红 郑南翔 牛思胜 |
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| 作者单位： | 长安大学,教育部特殊地区公路工程重点实验室,陕西,西安,710064;甘肃路桥公路投资有限公司,甘肃,兰州,730000 |
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| 摘 要： | 对禁区下、禁区偏下、禁区中间、禁区偏上、禁区上以及规范中的AC-16中值6种级配的沥青混合料进行路用性能试验与分析,得出:禁区的规定是不必要的,通过禁区中间级配的路用性能最优.
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| 关 键 词： | 禁区 路用性能 沥青混合料 |
| 文章编号： | 1001-716X(2006)06-0059-04 |
| 修稿时间： | 2005年8月25日 |
Study on pavement performance of HMA mix's aggregate gradations near restricted zone |
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| CONG Zhuo-hong,ZHENG Nan-xiang,NIU Si-sheng.Study on pavement performance of HMA mix's aggregate gradations near restricted zone[J].Journal of Chongqing Jiaotong University,2006,25(6):59-62,67. |
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| Authors: | CONG Zhuo-hong ZHENG Nan-xiang NIU Si-sheng |
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| Abstract: | According to pavement performance tests this paper analyzesd six HMA mixes which gradations were BRZ,CRZ,TRZ,HRZ,ARZ and AC16 by Chinese Specification respectively.The restricted zone may not be necessary to follow every performance when all other relevant requirements of Superpave design are requested.HMA mix's pavement performance is optimal when the gradation is through the restricted zone. |
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| Keywords: | restricted zone pavement performance HMA mix |
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