Investigation of Phenolic Resin-Modified Asphalt and Its Mixtures

被引:0
|
作者
Wang, Lieguang [1 ]
Wang, Lei [1 ]
Huang, Junxian [2 ]
Wu, Mingfei [1 ]
Yan, Kezhen [2 ]
Zhang, Zirui [1 ]
机构
[1] Zhejiang East China Engn Consulting Co Ltd, Hangzhou 310030, Peoples R China
[2] Hunan Univ, Sch Civil Engn, Changsha 410082, Peoples R China
关键词
PF-modified asphalt; viscoelastic properties; rheological characteristics; mixture; high-temperature stability; PERFORMANCE; MECHANISM; RUBBER;
D O I
10.3390/ma17020436
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
This study comprehensively examines the influence of phenol-formaldehyde resin (PF) on the performance of base asphalt and its mixtures for road applications, emphasizing its innovative use in enhancing pavement quality. Optimal PF content was determined through the evaluation of standard indicators and rotational viscosity. In-depth analyses of PF-modified asphalt's high- and low-temperature rheological properties and viscoelastic behavior were conducted using dynamic shear rheometers and bending beam rheometers. Aging resistance was assessed through short-term aging and performance grade (PG) grading. Moreover, Marshall and water stability tests were performed on PF-modified asphalt mixtures. Findings indicate that the uniform dispersion of PF particles effectively inhibits asphalt flow at high temperatures, impedes oxygen penetration, and delays the transition from elasticity to viscosity. These unique properties enhance the high-temperature stability, rutting resistance, and aging resistance of PF-modified asphalt. However, under extremely low temperatures, PF's brittleness may impact asphalt flexibility. Nonetheless, the structural advantages of PF-modified asphalt, such as improved mixture density and stability, contribute to enhanced high-temperature performance, water stability, adhesion, and freeze-thaw cycle stability. This research demonstrates the feasibility and effectiveness of using PF to enhance the overall performance of base asphalt and asphalt mixtures for road construction.
引用
收藏
页数:17
相关论文
共 50 条
  • [21] Performance evaluation of BDM/unsaturated polyester resin-modified asphalt mixture for application in bridge deck pavement
    Shi, Xiaoli
    Zhang, Hongliang
    Bu, Xinde
    Zhang, Gaowang
    Zhang, Hao
    Kang, Haonan
    ROAD MATERIALS AND PAVEMENT DESIGN, 2022, 23 (03) : 684 - 700
  • [22] Surface antibacterial properties of resin and resin-modified dental cements
    Slutzky, Hagay
    Weiss, Ervin I.
    Lewinstein, Israel
    Slutzky, Shimshon
    Matalon, Shlomo
    QUINTESSENCE INTERNATIONAL, 2007, 38 (01): : 55 - 61
  • [23] Porosity of resin cements and resin-modified glass-ionomers
    Miguel, A
    de la Macorra, JC
    Nevado, S
    Gómez, J
    AMERICAN JOURNAL OF DENTISTRY, 2001, 14 (01): : 17 - 21
  • [24] Investigation of Cracking Behavior of Antioxidant-Modified Asphalt Mixtures
    Apeagyei, Alex K.
    Buttlar, William G.
    Dempsey, Barry J.
    2008 JOURNAL OF THE ASSOCIATION OF ASPHALT PAVING TECHNOLOGISTS, VOL 77, 2008, 77 : 517 - 547
  • [25] Performance evaluation of waterborne epoxy resin modified emulsified asphalt mixtures for asphalt pavement pothole repair
    Xu, Ouming
    Li, Yang
    Xu, Rentao
    Liu, Yamin
    Dong, Yuming
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 325
  • [26] Solubility of a resin-modified glass ionomer cement
    Quackenbush, BM
    Donly, KJ
    Croll, TP
    JOURNAL OF DENTISTRY FOR CHILDREN, 1998, 65 (05): : 310 - +
  • [27] DEPTH OF CURE OF RESIN-MODIFIED GLASS IONOMERS
    SWIFT, EJ
    PAWLUS, MA
    VARGAS, MA
    FORTIN, D
    DENTAL MATERIALS, 1995, 11 (03) : 196 - 200
  • [28] Performance optimization of epoxy resin-based modified liquid asphalt mixtures
    Abdukadir, Abduhaibir
    Pei, Zhongshi
    Yu, Wen
    Wang, Jiamei
    Chen, Ailin
    Tang, Kai
    Yi, Junyan
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2022, 17
  • [30] Effect of phenolic resin on the rheological, chemical, and aging properties of SBR-modified asphalt
    Peifeng Cheng
    Yiming Li
    Zhanming Zhang
    International Journal of Pavement Research and Technology, 2021, 14 : 421 - 427