Performance investigation of phenol-formaldehyde resin (PF) and organic montmorillonite (OMMT) compound-modified bituminous mixture

被引:3
作者
Hong, Zhe [1 ,2 ]
Yan, Kezhen [1 ,2 ]
Wang, Min [1 ,2 ]
Zhang, Xuanyu [1 ,2 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha, Peoples R China
[2] Hunan Univ, Coll Civil Engn, Key Lab Green & Adv Civil Engn Mat & Applicat Tech, Changsha, Peoples R China
基金
中国国家自然科学基金;
关键词
Laboratory performance; bituminous mixture; phenol-formaldehyde resin (PF); organic montmorillonite (OMMT); compound modified; ASPHALT; RUBBER;
D O I
10.1080/10298436.2023.2301451
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Composite modification has proven to be an effective strategy in addressing the insufficient performance associated with single-modified bituminous mixture. This research aims to thoroughly investigate the performance of the compound-modified bituminous mixture incorporation phenol-formaldehyde resin (PF) and organic montmorillonite (OMMT). The performance investigations of the bituminous mixture were conducted through the Marshall stability test, dynamic stability test, indirect tensile test, immersion Marshall test, freeze-thaw splitting test, indirect tensile fatigue test and long-term aging test. The test results indicated that OMMT plays a crucial role in advancing thermal storage stability and compatibility between PF and bitumen. Importantly, the optimal dosage of OMMT was determined not to exceed 5%. The 3%PF+5%OMMT bituminous mixture demonstrated excellent rutting and cracking resistance, superior water stability and anti-fatigue capabilities. Furthermore, the 2%PF+5%OMMT and 3%PF+5%OMMT bituminous mixtures exhibited superior anti-aging abilities. In consideration of laboratory performance and bitumen compatibility, the combination of 3%PF+5%OMMT can be utilised to enhance the bituminous mixture performance. The results of single-factor analysis of variance indicated that PF and OMMT had significantly impact on the bituminous mixture performance. Notably, the influence of PF/OMMT dosage on the cracking resistance, water stability and anti-aging ability requiring attention when considering them as bitumen modifiers.
引用
收藏
页数:12
相关论文
共 46 条
  • [1] AASHTO, 2005, Mixture conditioning of hot mix asphalt (HMA). R30
  • [2] AASHTO, 2007, Resistance of compacted hot mix asphalt (HMA) to moisture induced damage. T 283
  • [3] AASHTO, 2010, Standard method of test for determining rutting susceptibility of hot mix asphalt (HMA) using the asphalt pavement analyzer (APA). T 340
  • [4] Adams S, 2019, ANN ONCOL, V30, P405, DOI [10.1093/annonc/mdy518, 10.1093/annonc/mdy517]
  • [5] Andrade J. R. M. d., 2017, INT J CIVIL ENV ENG, V17, P1
  • [6] [Anonymous], 2012, Standard Test Methods for Tension Testing of Metallic Materials, DOI [DOI 10.1520/E0008, 10.1520/F2792-12A]
  • [7] ASTM, 2013, ASTM C642, A
  • [8] ASTM, 2015, STANDARD TEST METHOD
  • [9] Reclaimed Polymers as Asphalt Binder Modifiers for More Sustainable Roads: A Review
    Brasileiro, Luzana
    Moreno-Navarro, Fernando
    Tauste-Martinez, Raul
    Matos, Jose
    del Carmen Rubio-Gamez, Maria
    [J]. SUSTAINABILITY, 2019, 11 (03)
  • [10] Rheological and Spectroscopic Properties of Ethylene Vinyl Acetate-Modified Rubberized Asphalt
    Chen Jinghao
    Yan Kezhen
    You Lingyun
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (06)