A Model of Pyrolysis Carbon Black and Waste Chicken Feather Using a Response Surface Method in Hot-Mix Asphalt Mixtures

被引:9
作者
Gan, Youwei [1 ]
Li, Chuangmin [1 ,2 ]
Chen, Anqi [1 ,3 ]
Li, Yuanyuan [4 ]
Wu, Shaopeng [5 ]
机构
[1] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410004, Peoples R China
[2] Changsha Univ Sci & Technol, Key Lab Rd Struct & Mat, Changsha 410004, Peoples R China
[3] Univ Nottingham, Nottingham Transportat Engn Ctr, Sch Civil Engn, Univ Pk, Nottingham NG7 2RD, England
[4] Wuhan Inst Technol, Sch Civil Engn & Architecture, Wuhan 430205, Peoples R China
[5] Wuhan Univ Technol, State Key Lab Silicate Mat Architectures, Wuhan 430070, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Hot-mix asphalt (HMA) mixture; Pyrolysis carbon black (PCB); Waste chicken feather (WCF); Response surface methodology (RSM); Performance prediction model; CENTRAL COMPOSITE; PERFORMANCE; OPTIMIZATION; FIBERS; RESISTANCE; MATRIX;
D O I
10.1061/(ASCE)MT.1943-5533.0004424
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Research on waste tire pyrolysis carbon black (PCB) in bitumen mixtures indicates that it has excellent high-temperature rutting resistance; however, the degradation of low-temperature crack resistance and water stability of PCB-modified asphalt limits its wide application. Therefore, the low-temperature crack resistance and water stability of PCB-modified hot-mix asphalt (HMA) were enhanced by addition of waste chicken feather (WCF). Based on the response surface methodology (RSM), a variance analysis (ANOVA) and P-value test of the model response coefficient were carried out, and the performance prediction models of percentage air voids (VV) in bituminous mixtures, 30-min Marshall stability (MS), and 48-h MS were obtained. The interaction effects of different independent variables on response variables were analyzed. In addition, the optimal solutions of multiresponse variables obtained by the response optimizer were 0.20% PCB content, 0.36% WCF content, shearing time of 5.78 min for WCF, and 6.66% asphalt-aggregate ratio. The corresponding performance index prediction values were 4.00% VV, 12.80 kN 30-min MS, and 12.65 kN 48-h MS. The road performance test results demonstrated that incorporating WCF improved the high-temperature rutting resistance, low-temperature crack resistance, and water stability of PCB-modified hot-mix asphalt. This study provides a precise performance prediction model for adding PCB and WCF to HMA.
引用
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页数:13
相关论文
共 70 条
  • [1] Mechanical Properties of Concrete added with Chicken Rachis as Reinforcement
    Ab Wahab, Ezahtul Shahreen
    Osmi, Siti Fatimah Che
    [J]. COMPUTATIONAL MECHANICS, MATERIALS AND ENGINEERING APPLICATIONS, 2012, 147 : 37 - 41
  • [2] ACAP, 2014, RED BLACK CARB EM RE
  • [3] Physical properties of graphene-oxide modified asphalt and performance analysis of its mixtures using response surface methodology
    Adnan, Abbas Mukhtar
    Luo, Xue
    Lu, Chaofeng
    Wang, Jinchang
    Huang, Zhiyi
    [J]. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2022, 23 (05) : 1378 - 1392
  • [4] American Society for Testing and Materials, D5 ASTM
  • [5] [Anonymous], 2019, Am Soc Test Mater, DOI DOI 10.1520/D2872-12
  • [6] [Anonymous], D4318 ASTM
  • [7] [Anonymous], 2006, C131 ASTM, DOI DOI 10.1520/C0131_C0131M-20
  • [8] [Anonymous], 2015, STANDARD TEST METHOD, DOI [10.1520/E1268-18, DOI 10.1520/E1268-18, DOI 10.1520/C0127-15]
  • [9] Waste-based natural fiber reinforcement of adobe mixtures: Physical, mechanical, damage and durability performance assessment
    Araya-Letelier G.
    Gonzalez-Calderon H.
    Kunze S.
    Burbano-Garcia C.
    Reidel U.
    Sandoval C.
    Bas F.
    [J]. Journal of Cleaner Production, 2020, 273
  • [10] astm, ASTM C 1777