期刊文献+

半圆弯拉试验与间接拉伸试验的比较 被引量:11

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摘要 该文对表征热拌沥青混合料抗拉强度的半圆弯拉试验和间接拉伸试验结果采用数值分析方法进行了对比分析。半圆弯拉试验可以显著减少加载带下的永久变形,与间接拉伸试验相比,它更适用于评价热拌沥青混合料的抗拉性能。研究结果表明,半圆弯拉试验与间接拉伸试验完全可以相比较和转换,半圆弯拉试验可以替代间接拉伸试验来评价沥青混合料的强度性能。
机构地区 长安大学
出处 《中外公路》 北大核心 2007年第4期219-224,共6页 Journal of China & Foreign Highway
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参考文献9

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同被引文献46

  • 1吕光印,郝培文,庞立果,汪海年.沥青混合料半圆弯曲试验力学特性数值分析[J].武汉理工大学学报,2008,30(3):50-52. 被引量:18
  • 2刘红瑛,戴经梁.不同级配对沥青混合料车辙性能的影响[J].长安大学学报(自然科学版),2004,24(5):11-15. 被引量:56
  • 3于天来,唐涛,吴思刚.改性沥青伸缩缝结合料与混合料低温性能研究[J].中国公路学报,2005,18(2):18-23. 被引量:30
  • 4刘朝晖,郑健龙.沥青混合料劈裂试验参数研究[J].石油沥青,1995,9(2):31-34. 被引量:2
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  • 7MOLENAAR A A A, SCARPAS A, LIU X, et al. Semicircular Bending Test : Simple but Useful [ J ]. Journal of the Association of Asphalt Paving Technologists, 2002, 71: 749-815.
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