Experimental investigation and multi-objective optimization of fracture properties of asphalt mixtures containing nano-calcium carbonate

被引:43
作者
Mahani, Ahmad Ghasemzadeh [1 ]
Bazoobandi, Payam [1 ]
Hosseinian, Seyed Mohsen [1 ]
Ziari, Hassan [1 ]
机构
[1] Iran Univ Sci & Technol IUST, Sch Civil Engn, Tehran, Iran
关键词
Fracture toughness; Semi-circular bending; Nano-calcium carbonate; GMDH; GP; Two-objective optimization; BEND ENDB SPECIMEN; HOT MIX ASPHALT; RESISTANCE; TEMPERATURE; ALGORITHM; TOUGHNESS; CONCRETE; MODEL;
D O I
10.1016/j.conbuildmat.2021.122876
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The low temperature fracture is one of the most important challenges in asphalt mixtures, which, if not paid, will lead to high maintenance costs. Therefore, researchers are looking for different materials to enhance the fracture behavior of mixtures. As the asphalt surface is affected by different types of loading throughout their operational lifetime, this study explores the impact of nano-calcium carbonate (NCC) on the fracture behavior of mixtures in different fracture modes. For this purpose, semi-circular bending (SCB) tests were applied to specify the fracture toughness. Two bitumen types of PG 64-22 and PG 58-28 were modified with 1%, 3%, 5% and 7% NCC. Finally, the fracture toughness of samples in pure mode-I, pure mode-II and mixed-mode I/II was investigated at -10 degrees C. Moreover, the prediction models of multivariate regression (MVR), group method of data handling (GMDH) and genetic programming (GP) were provided to present the best model with higher accuracy in order to obtain optimum NCC content with two objectives of K-If and K-IIf (the fracture toughness in modes I and II). The results indicated that NCC had a notable influence on the fracture toughness. However, in each mode and bitumen, the additive percentage that is associated with the highest fracture toughness was different. From the fracture tests, the most optimal percentage of NCC was determined between 3% and 7% and 3% to 5% for mixtures made with bitumen types of PG 64-22 and PG 58-28, respectively. Among the various models, GMDH had the greatest R-2 so that the R-2 amount of GMDH for K-If and K-IIf was 98.68% and 99.02%, respectively. The two-objective optimization results showed that 4.17%, 3.62% and 6.29% NCC were the best optimal amounts to maximize K-If and K-IIf amounts simultaneously for all mixtures and mixtures made with bitumen types of PG 64-22 and PG 58-28, respectively. (C) 2021 Elsevier Ltd. All rights reserved.
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页数:18
相关论文
共 79 条
  • [1] Formulation of flow number of asphalt mixes using a hybrid computational method
    Alavi, Amir Hossein
    Ameri, Mahmoud
    Gandomi, Amir Hossein
    Mirzahosseini, Mohammad Reza
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (03) : 1338 - 1355
  • [2] Fracture toughness prediction using Weibull statistical method for asphalt mixtures containing different air void contents
    Aliha, M. R. M.
    Amirdehi, H. R. Fattahi
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2017, 40 (01) : 55 - 68
  • [3] Study of characteristic specification on mixed mode fracture toughness of asphalt mixtures
    Aliha, M. R. M.
    Behbahani, H.
    Fazaeli, H.
    Rezaifar, M. H.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 54 : 623 - 635
  • [4] Mixed mode fracture resistance of asphalt concrete mixtures
    Ameni, M.
    Mansourian, A.
    Pirmohammad, S.
    Aliha, M. R. M.
    Ayatollahi, M. R.
    [J]. ENGINEERING FRACTURE MECHANICS, 2012, 93 : 153 - 167
  • [5] Investigation of fatigue and fracture properties of asphalt mixtures modified with carbon nanotubes
    Ameri, M.
    Nowbakht, Sh.
    Molayem, M.
    Aliha, M. R. M.
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2016, 39 (07) : 896 - 906
  • [6] Cracked asphalt pavement under traffic loading - A 3D finite element analysis
    Ameri, M.
    Mansourian, A.
    Khavas, M. Heidary
    Aliha, M. R. M.
    Ayatollahi, M. R.
    [J]. ENGINEERING FRACTURE MECHANICS, 2011, 78 (08) : 1817 - 1826
  • [7] [Anonymous], 2013, D558107A2013 ASTM IN
  • [8] [Anonymous], 2009, NE ASPH US PROD GROU
  • [9] Integrated airport pavement management using a hybrid approach of Markov Chain and supervised multi-objective genetic algorithms
    Ansarilari, Zahra
    Golroo, Amir
    [J]. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2020, 21 (14) : 1864 - 1873
  • [10] Aragao F.T.S., 2016, EVALUATION TEMPERATU