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Evaluation of rubber modified porous asphalt mixtures.

机译:橡胶改性多孔沥青混合物的评估。

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摘要

A porous pavement is a type of sustainable pavement that allows stormwater to infiltrate through the pavement into the natural soil bed. Rubber modified binder is the combination of regular asphalt binder mixed with ground crumb rubber, which is derived from used rubber tires by shredding or grinding the tires into small fragments. This research investigated the effects of rubber modified binder on the performance properties of porous asphalt mixtures, which include draindown, porosity, permeability, abrasion resistance, moisture susceptibility, and rutting resistance.;The addition of cellulose fibers has been used to increase the optimum binder content of porous asphalt mix designs without increasing the binder draindown. The increased optimum binder content (OBC) allows the asphalt binder to create a thicker coating (or stronger bond) between the aggregate particles, creating a more durable and stronger structure. This research focused on replacing the cellulose fibers with rubber modified binder in an effort to increase the OBC of mix designs without increasing the binder draindown.;This study found that the use of the rubber modified binder resulted in an increase in binder viscosity at 135°C and 165°C when compared to the PG 64-22 base binder. The 12% ground tire rubber (GTR) increased the performance grade of base binder to a PG 76-22. Both the 5% GTR and the 12% GTR increased the failure temperature of the binder.;This study also found that the use of the rubber modified binder was effective in minimizing the effect of binder draindown and was comparable to the addition of 0.3% cellulose fibers to the mix. The rubber modified binder was effective in minimizing the effects of long-term draindown as indicated by the similarities in the permeability of the mixtures after 28 days of long-term aging at 60°C compared to the permeability before aging.;The results of the study indicated that the use of rubber modified binder or fibers reduced the abrasion loss: thus, generally increasing the durability of the mixes. The addition of the cellulose fibers and GTR reduced the moisture susceptibility of the mix designs as evidenced by TSR values greater than 90%. Finally, it was found that the addition of the rubber modified binder increased the rut resistance when compared to PG 64-22 without cellulose fibers but decreased the rut resistance when comparing it to mixes with cellulose fibers and SBS modified binder.
机译:多孔路面是一种可持续的路面,它使雨水通过路面渗透到天然土壤床中。橡胶改性粘合剂是普通沥青粘合剂与碎屑橡胶的组合,后者是通过将轮胎切碎或磨成小碎片而从用过的橡胶轮胎中得到的。这项研究研究了橡胶改性粘合剂对多孔沥青混合物性能的影响,包括排水性,孔隙率,渗透性,耐磨性,湿气敏感性和抗车辙性。;添加纤维素纤维已被用于增加最佳粘合剂含量的多孔沥青混合料设计,而不会增加粘合剂的排水量。最佳粘合剂含量(OBC)的增加允许沥青粘合剂在骨料颗粒之间形成更厚的涂层(或更牢固的粘结),从而产生更耐用和更坚固的结构。这项研究的重点是用橡胶改性的粘合剂代替纤维素纤维,以增加混合物设计的OBC而又不增加粘合剂的流失率;该研究发现,使用橡胶改性的粘合剂会导致135°时粘合剂的粘度增加与PG 64-22基础粘合剂相比,C和165°C。 12%的地面轮胎橡胶(GTR)将基础粘合剂的性能等级提高到PG 76-22。 5%的GTR和12%的GTR均会增加粘合剂的破坏温度。该研究还发现,使用橡胶改性的粘合剂可有效减少粘合剂排空的影响,并且可与添加0.3%的纤维素相媲美。纤维混合。橡胶改性的粘合剂有效地减小了长期排水的影响,正如在60°C长期老化28天后混合物的渗透性与老化前的渗透性相似所表明的那样。研究表明,使用橡胶改性的粘合剂或纤维可减少磨损量:因此,通常可以提高混合物的耐久性。 TSR值大于90%证明了纤维素纤维和GTR的添加降低了混合物设计的水分敏感性。最后,发现与不具有纤维素纤维的PG 64-22相比,添加橡胶改性的粘合剂增加了耐车辙性,但是与与纤维素纤维和SBS改性的粘合剂的混合物相比时,降低了耐车辙性。

著录项

  • 作者

    Lyons, Kimberly Renee.;

  • 作者单位

    Clemson University.;

  • 授予单位 Clemson University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2012
  • 页码 156 p.
  • 总页数 156
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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