Modeling asphalt mastic modulus considering substrate-mastic interaction and adhesion

被引:10
作者
Dong, Zejiao [1 ]
Liu, Zhiyang [1 ]
Wang, Peng [2 ]
Zhou, Tao [1 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, 73 Huanghe Rd,Room 318, Harbin 150090, Heilongjiang, Peoples R China
[2] Shandong Jianzhu Univ, Sch Transportat Engn, 1000 Fengming Rd,Room 106,Yifu Bldg, Jinan 250101, Shandong, Peoples R China
基金
中国国家自然科学基金;
关键词
Mechanical model; Substrate-mastic interaction; Adhesion; Shear modulus; Asphalt mastic; MOLECULAR-DYNAMICS; CONCRETE; BEHAVIOR; BINDER; ZONE;
D O I
10.1016/j.conbuildmat.2018.01.140
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Microscopic aggregate-mastic interaction and adhesion lead to macroscopic modulus nonuniformity of asphalt mastic on aggregate surface. This nonuniformity is ignored in multiscale models of mixture and causes prediction errors. This study aimed to establish a macromechanical model considering microscopic aggregate-mastic interaction and adhesion to characterize the mastic modulus in contact with aggregate substrates. Frequency sweep tests were conducted to measure the modulus of mastic with different thicknesses, and the measured mastic was simplified as a mechanical model comprising viscoelastic elements series. By introducing a piecewise function of thickness, the measured modulus was deduced as an expression containing the contribution of the affected layer and bulk phase. Four model parameters described the microscopic interaction, adhesion, affected range, and modulus of bulk mastic, respectively. The model was applied to the mastic modulus on different substrates, and results effectively demonstrated the applicability. The temperature and frequency dependence and time-temperature superposition of interface mastic modulus and bulk mastic modulus were observed, and it demonstrated the model's ability to characterize mastic viscoelasticity. Moreover, evaluation of the gap between the measured and real moduli on a substrate showed the necessity of considering interaction and adhesion. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:324 / 333
页数:10
相关论文
共 29 条
[1]   A new simplified micromechanical model for asphalt mastic behavior [J].
AI-Khateeb, Ghazi G. ;
Irfaeya, Motaz F. ;
Khedaywi, Taisir S. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 149 :587-598
[2]   Multiscale Prediction of Viscoelastic Properties of Asphalt Concrete [J].
Aigner, Elisabeth ;
Lackner, Roman ;
Pichler, Christian .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2009, 21 (12) :771-780
[3]   Properties of Portland cement-modified asphalt binder using Superpave tests [J].
Al-Khateeb, Ghazi G. ;
Al-Akhras, Nabil M. .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (02) :926-932
[4]  
Anderson D., EFF AGGREGATES MINER, DOI 10.1520/STP242155
[5]  
Anderson D. A., 1994, BINDER CHARACTERIZAT, V3, DOI [10.1520/stp18191s, DOI 10.1520/STP18191S]
[6]  
[Anonymous], 2006, J ASS ASPHALT PAVI E
[7]   Development of an image-based multi-scale finite-element approach to predict mechanical response of asphalt mixtures [J].
Arshadi, Amir ;
Bahia, Hussain .
ROAD MATERIALS AND PAVEMENT DESIGN, 2015, 16 :214-229
[8]  
BUTTLAR WG, 1999, J TRANSPORTATION RES, V1681, P157, DOI DOI 10.3141/1681-19
[9]  
Delaporte B., 2007, J ASS ASPH PAVING TE, V76, P455
[10]  
Dessouky S., 2005, MULTISCALE APPROACH