期刊文献+

山皮水锈石对沥青混合料性能的影响研究

Study on the Influence of Hill Rust Stone on The Performance of Asphalt Mixture
下载PDF
导出
摘要 试验研究表明,山皮水锈石集料与石油沥青的黏附性差,与纯石灰岩集料相比,毛体积相对密度比小,吸水率大,对沥青混合料体积性能和沥青路面现场压实度评价具有一定的影响;在相同油石比和矿料级配下,分别在粗集料中掺加山皮水锈石含量为0%、5%、10%、20%、30%进行AC-25C沥青混合料性能评价。试验研究表明,粗集料中的山皮水锈石降低了沥青混合料的黏结力,掺量超过10%时对沥青混合料的体积性能、水稳定性能、高温稳定性影响较大。 The experimental studies have shown that the adhesion between the hillside rust stone aggregate and the petroleum asphalt is poor.Compared with the pure limestone aggregate,the gross volume relative density ratio is small,and the water absorption is large,which has a certain impact on the volume performance of the asphalt mixture and the on-site compaction evaluation of the asphalt pavement;Under the same asphalt aggregate ratio and mineral aggregate gradation,the performance evaluation of AC-25C asphalt mixture is carried out by adding 0%,5%,10%,20%and 30%of hillside water rust stone into the coarse aggregate respectively.The experimental studies have shown that the rust stone with mountain cover in the coarse aggregate reduces the adhesion of the asphalt mixture,and the volume performance,water stability and high temperature stability of the asphalt mixture are greatly affected when the content exceeds 10%.
作者 余进 赵升飞 Yu Jin;Zhao Shengfei(Chongqing Luweikang Transportation Technology Co.,Ltd.,Chongqing 400000;Dali Dayang Eryun Expressway Co.,Ltd.,Dali 671000,China)
出处 《广东化工》 CAS 2022年第16期11-14,共4页 Guangdong Chemical Industry
关键词 山皮水锈石 集料 沥青混合料 水稳定性能 高温稳定性 mountain skin water rust stone aggregate asphalt mixture water stability high temperature stability
  • 相关文献

参考文献6

二级参考文献36

  • 1周卫峰,张秀丽,原健安,戴经梁.基于沥青与集料界面粘附性的抗剥落剂的开发[J].长安大学学报(自然科学版),2005,25(2):16-20. 被引量:36
  • 2肖庆一,郝培文,徐鸥明,汪海年,冯新军.沥青与矿料粘附性的测定方法[J].长安大学学报(自然科学版),2007,27(1):19-22. 被引量:43
  • 3张登良.沥青与沥青混合料[M].北京:人民交通出版社,1996..
  • 4JTJ 052-2000,沥青与沥青混合料试验规程[S].
  • 5封展辉.沥青材料的粘度与粘附性研究[D].西安:长安大学硕士论文,2003.6.
  • 6WANG L B,FROST J D,LAI J S. Non-invasive measurement of permanent strain field resulting from rutting in asphalt con- erete[J ]. Transportation Research Record, 1999 (1687) :85-94.
  • 7BUTTLAR W G, YOU Z P. Discrete element modeling of as- phalt eonerete: Mierofabric approach[J]. Transportation Re- search Record,2001(1757) ; 111-118.
  • 8. YOU Z P, BUTTLAR W G. Discrete element modeling to predict the modulus of asphalt concrete mixtures[J]. Journal of Materials in Civil Engineering, 2004,16(2) : 140-146.
  • 9ABBAS A, MASAD E, PAAPAGIANNAKIS T, et al. Micro- mechanical modeling of the viscoelastic behavior of asphalt mixtures using the discrete element method[J]. International Journal of Geomeehanies, 2007,7 (2) : 131-139.
  • 10KIM H, WAGONER W P, BUTTLAR W G. Simulation of fracture behavior in asphalt concrete using a heterogeneouscohesive zone discrete element model[J]. Journal of Materials in Civil Engineering,2008,20(8) : 552-563.

共引文献30

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