期刊文献+

生物油再生沥青胶结料路用性能分析 被引量:42

Pavement Properties of Bio-oil Rejuvenated Asphalt Binder
原文传递
导出
摘要 为研究生物油再生沥青胶结料的路用性能,分析比较了基质沥青与生物油再生沥青胶结料的流变性质与化学特性。首先通过三大指标与黏度测试确定生物油在老化沥青中的最佳掺量;之后重点分析最佳生物油掺量下再生沥青与基质沥青的高温与疲劳性能,高温性能通过多应力蠕变回复试验(MSCR)测试,疲劳性能通过DSR时间扫描测试;最后利用红外光谱(FTIR)和凝胶渗透色谱(GPC)测试分析2种沥青的化学特性。研究结果表明:10%生物油可恢复老化沥青针入度与延度至基质沥青水平;基质沥青与10%生物油再生沥青的PG分级分别为PG64-16与PG70-16;MSCR结果表明再生沥青相比基质沥青具有较好的高温性能;N_(f50)指标表明再生沥青的抗疲劳性能较基质沥青胶结料更好,因为2种沥青模量相近,再生沥青的弹性组分含量更高;FTIR结果表明生物油稀释了老化沥青中高极性的亚砜基;GPC结果表明生物油降低了老化沥青中的大分子和小分子含量,改善了老化沥青分子量分散度。生物油改善了老化沥青的路用性能和化学特性,是一种较有潜力的沥青再生剂。 To investigate the pavement properties of bio-oil rejuvenated asphalt,the rheological properties and chemical characterization of virgin and rejuvenated asphalt binders were compared.First,the optimum content of bio-oil in aged asphalt was determined by using penetration,softening point,ductility,and rotary viscosity tests.Second,the rutting and fatigue properties of bio-oil rejuvenated and virgin asphalt binders were analyzed,with the rutting property tested via a multi-stress creep recovery test(MSCR)and the fatigue property tested by using a dynamic shear rheometer time sweep.Finally,the chemical characterization of asphalt binders was analyzed by Fourier-transform infrared spectrometry(FTIR)and gel permeation chromatography(GPC).The results show that with a dosage of 10%bio-oil,aged asphalt penetration and ductility are recovered to the level of virgin asphalt.Virgin asphalt and rejuvenated asphalt with 10%bio-oil are PG64-16 and PG70-16,respectively.MSCR results indicate that rejuvenated asphalt has a better rutting property than virgin asphalt.Nf50 results indicate that rejuvenated asphalt has a better fatigue property than virgin asphalt because rejuvenated asphalt has a higher elastic composition content with a similar modulus.FTIR results indicate that the sulfoxide group with high polarity in aged asphalt is diluted by bio-oil.GPC results indicate that the large molecule size(LMS)and small molecule size(SMS)dosages of aged asphalt are decreased by bio-oil,and the molecular weight polydispersity of aged asphalt is improved by bio-oil.Bio-oil exhibits the potential of being a promising rejuvenator owing to its effective improvement of pavement properties and chemical characterization of aged asphalt.
作者 唐伯明 曹芯芯 朱洪洲 曹雪娟 TANG Bo-ming;CAO Xin-xin;ZHU Hong-zhou;CAO Xue-juan(School of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074,China;National and Local Joint Engineering Laboratory of Traffic Civil Engineering Materials,Chongqing Jiaotong University,Chongqing 400074,China;School of Materials Science and Engineering,Chongqing Jiaotong University,Chongqing 400074,China)
出处 《中国公路学报》 EI CAS CSCD 北大核心 2019年第4期207-214,共8页 China Journal of Highway and Transport
基金 国家自然科学基金项目(51678098)
关键词 道路工程 再生沥青胶结料 流变性能测试 生物油 主曲线 road engineering rejuvenated asphalt binder rheological property bio-oil master curve
  • 相关文献

参考文献2

二级参考文献24

  • 1夏选朋,张若楠,付宏伟.高模量沥青混合料的特性和新发展[J].中外公路,2005,25(2):123-127. 被引量:28
  • 2袁燕,张肖宁,陈育书.改性沥青胶浆的疲劳评价研究现状[J].中外公路,2005,25(4):163-166. 被引量:13
  • 3陈华鑫,王秉纲.SBS改性沥青的动态力学性能[J].华南理工大学学报(自然科学版),2007,35(7):37-40. 被引量:16
  • 4John P Zaniewski, Geetha Srinivasan. Evaluation of indirect tensile strength to identify asphalt concrete rutting potential [ R ]. Virginia: Department of Civil and Environmental Engineering,West Virginia University ,2004.
  • 5Hyun Jong Lee, Jung Hun Lee, Hee Mun Park. Performance evaluation of high modulus asphalt mixtures for long life asphalt pavement [ J ]. Construction and Building Materials ,2007,21 : 1079-1087.
  • 6Ota Vacin. Investigation of polymer modified asphalt by shear and tensile compliances [ C ]//Paper Prepared for Presentation at the Material Characterization for Inputs into AASHTO 2002 Guide Session of the 2004 Annual Conference of the Transportation Association of Canada. [s. l. ]: [s. n. ] ,2004:1-10.
  • 7Sherwood J, Thomas N L, Qi X. Correlation of superpave G^*/siδ with rutting test results from accelerated loading facility [ R]. Washington D. C. :National Research Council, 1998.
  • 8D'Angelo T. Performance specification for asphalt binders in the USA [ C ] //Plenary Lecture at the 39^th Annual Peterson Asphalt Research Conference. Laramie, Wyoming: [ s. n. ] ,2002.
  • 9Dongre Raj, D'Angelo John. Evaluation of different parameters for superpave high temperature binder specification based on rutting performance in the accelerated loading facility at FHWA [ M] //Washington D. C. :National Research Council,2004.
  • 10Shenoy A. Refinement of the superpave specification parameter for performance grading of asphalt [ J ]. Journal of Transportation Engineering ,2001,127 ( 5 ) :357-362.

共引文献59

同被引文献272

引证文献42

二级引证文献110

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