首页> 外文会议>Airfield and highway pavements 2015 : Innovative and costeffective pavements for a sustainable future >Laboratory and Field Evaluation of Asphalt Concrete Mixture Workability and Compactability
【24h】

Laboratory and Field Evaluation of Asphalt Concrete Mixture Workability and Compactability

机译:沥青混凝土混合料可加工性和密实性的实验室和现场评估

获取原文
获取原文并翻译 | 示例

摘要

Polymer-modified asphalt have been proven to improve mechanical characteristics of asphalt mixes, however there are concerns that mixes become drier and more difficult to compact. This study aims to develop compaction indices using routine laboratory compaction procedure to evaluate the workability and compactability of hot and warm mixes prior to laydown. Workability is reflected in the ease of blending while compactability is reflected in the mixes' stability and resistance to densification. To quantify thresholds for the indices, laboratory and accelerated field testing were implemented. The workability index was tentatively found to be a minimum of 4.5 while the compactability indices were tentatively found to be a maximum of 0.5 and a minimum of 20. The compactability indices were capable of predicting mix resistance to permanent deformation.
机译:业已证明,聚合物改性的沥青可改善沥青混合料的机械特性,但是,人们担心混合料变得更干燥且更难压实。这项研究旨在利用常规的实验室压实程序来开发压实指数,以评估热压和热压混合后的可加工性和可压实性。可加工性体现在易于混合中,而可压实性则体现在混合物的稳定性和抗致密性方面。为了量化指标的阈值,实施了实验室和加速现场测试。暂定发现可加工性指数最低为4.5,而暂定发现可压实度指数最大为0.5,最低为20。可压实度指数能够预测耐永久变形的混合性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号