期刊文献+

不同外掺剂改善再生沥青混合料路用性能研究 被引量:25

Study on Road Performance of Recycled Asphalt Mixture by Different Additives
下载PDF
导出
摘要 对分别添加玄武岩纤维和高模量剂的再生沥青混合料进行路用性能试验,并与同时添加2种外掺剂的再生沥青混合料进行对比,采用高温车辙、低温弯曲、浸水马歇尔、冻融劈裂以及四点弯曲疲劳等一系列室内试验,分析了其高温稳定性、低温抗裂性、水稳定性和抗疲劳性能。试验数据表明,玄武岩纤维和高模量剂能有效增强再生沥青混合料的高温稳定性和抗疲劳性,但低温抗裂性能提升效果不明显。而将2种外掺剂复掺运用到再生沥青混合料中,其各项性能特别是抗疲劳性和低温抗裂性得到明显提升。2种外掺剂复掺不仅能有效改善再生沥青混合料的路面性能,还能最大限度提升旧沥青混合料的使用数量,在保障工程质量的前提下,旧料掺量最大可达到50%。 Road performance tests were carried out on the recycled asphalt mixture with basalt fiber and high modulus agent respectively. The results were compared with the recycled asphalt mixture with two additives added at the same time. High temperature rutting,low temperature bending,flooding Marshall,freeze-thawing splitting and four-point bending fatigue and a series of laboratory tests were adopted,which analyzed its high temperature stability,low temperature crack resistance,water stability and fatigue resistance. Experimental data shows that basalt fiber and high modulus agent can effectively enhance the high temperature stability and fatigue resistance of recycled asphalt mixture,but the effect of low temperature cracking resistance is not obvious enough. However,when the two kinds of admixture are added into the recycled asphalt mixture,their performances,especially the fatigue resistance and the lowtemperature crack resistance are obviously improved. The two kinds of admixture complex doping not only can effectively improve the performance of recycled asphalt pavement,but also maximize the use of old asphalt mixture. Under the premise of ensuring the project quality,the aggregate content can reach up to50%.
作者 顾万 肖鹏 仲星全 王彤 刘安安 GU Wan;XIAO Peng;ZHONG Xingquan;WANG Tong;LIU An'an(College of Civil Science and Engineering,Yangzhou University,Yangzhou,Jiangsu 225127,China)
出处 《施工技术》 CAS 2018年第16期89-93,162,共6页 Construction Technology
基金 2018年江苏省研究生科研与实践创新计划项目(SJCX18_0799) 2017年江苏省重点研发计划(社会发展)项目(SBE2017740635) 2017年扬州市科技计划项目(SCX2017020038) 2016年江苏交通控股有限公司科技计划项目(16Y01)
关键词 外掺剂 再生沥青混合料 玄武岩纤维 高模量剂 路用性能 试验 additive recycled asphalt mixture basalt fiber high modulus agent roadperformance testing
  • 相关文献

参考文献6

二级参考文献26

  • 1张学刚,吕伟民.冷法再生沥青路面的试验研究[J].石油沥青,1993(1):8-11. 被引量:2
  • 2吕伟民,葛荣銮,倪云清,张学刚.冷法再生沥青路面结构与工艺的研究[J].华东公路,1994(5):71-74. 被引量:3
  • 3马翔,倪富健,顾兴宇,沈恒.聚脂纤维沥青混合料路用性能研究分析[J].公路交通科技,2006,23(1):24-27. 被引量:34
  • 4杨勇新,岳清瑞.玄武岩纤维及其应用中的几个问题[J].工业建筑,2007,37(6):1-4. 被引量:41
  • 5严家伋.道路建筑材料:(第三版)[M].北京:人民交通出版社,1999..
  • 6[2]Reed B Freeman et al.Polyester fibers in asphalt paving mixture[J].AAPT,1989(58).
  • 7[3]Toney C.A.Fiber Reinforced Asphalt Concrete Pavements:City of Tacoma.Sponsor:Federal Highway Adiministration,Olympia,WA.Washington Div.Washington State Dept.of Transportation,Olympia.Oct,1987:28.
  • 8[6]Dylmar Penteado Dias,Clelio Thaumaturgo.Fracture toughness of geopolymeric concretes reinforced with basalt fibers[J].Cement & Concrete Composites.2005(27):49-54.
  • 9Thomas W Kennedy, Weng O Tam, Mansour Solaimanian.Effect of reclaimed asphalt pavement on binder properties using the superpave system research repolt 1250 - 1 [ R].U. S. A : center for transportation research, the university of texas ,1998.
  • 10交通部公路科学研究所.JTGE20-2011公路工程沥青及沥青混合料试验规程[S].北京:人民交通出版社,2011.

共引文献86

同被引文献157

引证文献25

二级引证文献136

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部