Determination of optimal mix from the standpoint of short term aging based on asphalt mixture fracture properties using response surface method

被引:29
作者
Omranian, Seyed Reza [1 ]
Hamzah, Meor Othman [1 ]
Valentin, Jan [2 ]
Hasan, Mohd Rosli Mohd [1 ]
机构
[1] Univ Sains Malaysia, Sch Civil Engn, Engn Campus, Pulau 14300, Pinang, Malaysia
[2] Czech Tech Univ, Fac Civil Engn, Dept Rd Struct, Prague, Czech Republic
关键词
Asphalt mixture; Short term aging; Fracture properties; Response surface method; Optimal mix; BINDER; SUPERPAVE; BEHAVIOR; FATIGUE;
D O I
10.1016/j.conbuildmat.2018.05.078
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over the years, asphalt pavement materials age, causing binder embrittlement which adversely affects pavement service life. This paper employed Response Surface Method (RSM) to determine the optimal mix from the standpoint of short term aging based on mixtures' fracture properties obtained from the Semi-Circular Bending (SCB) test. In order to short term age the mixtures, an experimental matrix was designed based on the central composite design. Aging temperature, aging duration and duration in humidity and ultraviolet chamber were considered as short term aging factors or independent variables (IV). The maximum force, deformation at maximum force, strain at maximum force, stiffness, fracture energy, maximum stress at failure, fracture toughness, velocity of fracture initiation, fragility index, and velocity of crack growth as the SCB test outcomes or dependent variables (DV) were analyzed using RSM. The results showed that the effects of IVs on the DVs change with changes in either binder type or binder content. For instance, the maximum fracture energy of mixtures produced with binder A60 were 3197.8 and 2599.1 J/m(2) at 10 and 30 degrees C, respectively, while the corresponding values of mixtures produced with binder B80 were 5112 and 1725.9 J/m(2) at 10 and 30 degrees C, respectively. Aging up to some level exhibited beneficial impacts on mixtures' fracture properties, which was considered as the optimal mix. The short-term aging level of optimal mix for the mixtures with stiffer binder was lower, compared to those produced with softer binders. For example, aging temperature to achieve optimal mix for mixtures prepared using binder A60 was 124 degrees C at 20 degrees C, while the corresponding value for mixtures produced with binder A80 was 142 degrees C at the same temperature. Crossing the optimal mix, made the mixtures become brittle, which was not desirable especially at lower temperatures. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:35 / 48
页数:14
相关论文
共 32 条
  • [21] Effect of Portland cement and lime additives on properties of cold in-place recycled mixtures with asphalt emulsion
    Niazi, Y.
    Jalili, M.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (03) : 1338 - 1343
  • [22] Omranian S. R., 2017, EVALUATION ASPHALT M
  • [23] Omranian S. R., 2017, INTRO NEW INDICATORS
  • [24] Field aging effects on fatigue of asphalt concrete and asphalt-rubber concrete
    Raad, L
    Saboundjian, S
    Minassian, G
    [J]. ASPHALT MIXTURES 2001: MATERIALS AND CONSTRUCTION, 2001, (1767): : 126 - 134
  • [25] Fracture properties of asphalt mixtures using semi-circular bending test: A state-of-the-art review and future research
    Saha, Gourab
    Biligiri, Krishna Prapoorna
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 105 : 103 - 112
  • [26] Sebaaly PE., 2006, The Benefits of Hydrated Lime in Hot Mix Asphalt
  • [27] Studies on the aging behavior of the Arabian asphalts
    Siddiqui, MN
    Ali, MF
    [J]. FUEL, 1999, 78 (09) : 1005 - 1015
  • [28] Use of X-ray diffraction in assessing the aging pattern of asphalt fractions
    Siddiqui, MN
    Ali, MF
    Shirokoff, J
    [J]. FUEL, 2002, 81 (01) : 51 - 58
  • [29] Tan Yi-qiu, 2013, Journal of Highway and Transportation Research and Development (English Edition), V7, P1, DOI 10.3969/j.issn.1002-0268.2012.01.002
  • [30] Vallerga B. A., 1981, ASS ASPHALT PAVING T