Evaluation of Rutting and Fatigue Behavior of Modified Asphalt Binders with Nanocomposite Phase Change Materials

被引:5
|
作者
Amini, Nahid [1 ]
Hayati, Parham [1 ]
Latifi, Hassan [1 ]
机构
[1] Islamic Azad Univ, Dept Civil Engn, Sci & Res Branch, Tehran, Iran
关键词
TiO2; Nanocomposite PCM; Aging; Fatigue; TES; Rutting; HIGH-TEMPERATURE PERFORMANCE; CREEP; PREDICTION; RECOVERY; CRACKING; MODELS; ENERGY; TESTS; DSR;
D O I
10.1007/s42947-022-00156-z
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the influence of modifying asphalt binder with TiO2, Al2O3 as a phase change material, and multiwalled carbon nanotube (MWCNT) as an accessory of the nanocomposite PCMs, were investigated on rutting and fatigue behavior of asphalt binders. First, rotating thin-film oven (RTFO) and pressurized aging vessel (PAV) tests were conducted. Then, some analyses and tests, including scanning electron microscopy (SEM), differential scanning calorimetry (DSC), rotational viscosity (RV), multiple stress creep recovery (MSCR), linear amplitude sweep (LAS), and loaded-wheel tracking (LWT), were carried out. RV and DSR tests showed that the modified asphalt binders had more viscosity and aging resistance compared to pure asphalt binders, especially the ones including nanocomposite structure of PCMs role of TiO2 alongside MWCNT. Fatigue life in the LAS test for TiO2-MWCNT modified was more than 1.7 times the PP value (Control sample). MSCR test results indicated that the best improvement according to J(nr) values was for TiO2-MWCNT-modified asphalt binder, especially at higher temperatures because of their high specific heat capacity (C-p) as a PCM material. In addition, TiO2-MWCNT-modified asphalt binder almost met the Jnr limitation for much heavy traffic and heavy traffic loading at 64 & DEG;C and 70 & DEG;C, respectively. In general, combinations with the nanocomposite structure of PCMs were the best ones. In summary, aging index (AI) and G* x sin (& delta;) did not accurately confirm each other, while G* x sin (& delta;) and fatigue life from the LAS test were accurately correlated.
引用
收藏
页码:678 / 692
页数:15
相关论文
共 50 条
  • [41] Evaluation of Fatigue Tests for Characterizing Asphalt Binders
    Zhou, Fujie
    Mogawer, Walaa
    Li, Hongsheng
    Andriescu, Adrian
    Copeland, Audrey
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (05) : 610 - 617
  • [42] RUTTING AND FATIGUE BEHAVIOR OF NANOCLAY MODIFIED BITUMEN
    Ghaffarpourjahromi, S.
    Ahmadi, N. A.
    Mortazavi, S. M.
    Vossough, S.
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2011, 35 (C2): : 277 - 281
  • [43] Study of Pavement Performance and Temperature Regulation Capacity of Asphalt Binders Modified with Dual-Phase-Change Materials
    Huo, Donghui
    Hou, Debao
    Zhang, Shuaixiang
    Gao, Wei
    Yu, Changchun
    Jia, Ling
    Chang, Baolin
    Zhang, Rui
    Guo, Meng
    BUILDINGS, 2023, 13 (11)
  • [44] Fatigue Tolerance of Aged Asphalt Binders Modified with Softeners
    Mainieri, Javier J. Garcia
    Singhvi, Punit
    Ozer, Hasan
    Sharma, Brajendra K.
    Al-Qadi, Imad L.
    TRANSPORTATION RESEARCH RECORD, 2021, 2675 (11) : 1229 - 1244
  • [45] Fatigue Behavior of Asphalt-rubber Binders Modified With Shale-oil Residue
    Faxina, A. L.
    Soria, M. H. A.
    Fabbri, G. T. P.
    Leite, L. F. M.
    PETROLEUM SCIENCE AND TECHNOLOGY, 2014, 32 (13) : 1617 - 1625
  • [46] Evaluation of rutting properties of high density polyethylene modified binders
    Moghadas Nejad, Fereidoon
    Gholami, Mohsen
    Naderi, Koorosh
    Rahi, Mohammad
    MATERIALS AND STRUCTURES, 2015, 48 (10) : 3295 - 3305
  • [47] Evaluation of the Failure Behavior of Cement Grouted Asphalt Mixture with Different Grouting Materials and Asphalt Binders
    Zijia Xiong
    Minghui Gong
    Shiqi Wang
    Cheng Deng
    Jinxiang Hong
    International Journal of Pavement Research and Technology, 2022, 15 : 957 - 969
  • [48] Evaluation of the Failure Behavior of Cement Grouted Asphalt Mixture with Different Grouting Materials and Asphalt Binders
    Xiong, Zijia
    Gong, Minghui
    Wang, Shiqi
    Deng, Cheng
    Hong, Jinxiang
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2022, 15 (04) : 957 - 969
  • [49] Evaluation of rutting properties of high density polyethylene modified binders
    Fereydoon Moghadas Nejad
    Mohsen Gholami
    Koorosh Naderi
    Mohammad Rahi
    Materials and Structures, 2015, 48 : 3295 - 3305
  • [50] Fatigue Behavior and Healing Properties of Aged Asphalt Binders
    Fan, Shiping
    Zhu, Hongzhou
    Lu, Zhangtian
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2022, 34 (07)