Laboratory evaluation of the effect of styrene-butadiene-styrene - montmorillonite nanocomposite on rheological behavior of bitumen and performance of stone matrix asphalt mixtures

被引:18
作者
Babagoli, Rezvan [1 ]
Mohammadi, Reza [2 ]
机构
[1] Islamic Azad Univ, Dept Civil Engn, Fac Engn, Pardis Branch, Tehran, Iran
[2] Iran Univ Sci & Technol, Sch Civil Engn, Tehran, Iran
关键词
stone matrix asphalt (SMA); styrene-butadiene-styrene (SBS); nanoclay; resilient modulus; indirect tensile strength; tensile strength ratio; SBS-MODIFIED BITUMEN; MECHANICAL-PROPERTIES; NANOCLAY; BINDER;
D O I
10.1139/cjce-2017-0041
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study was performed to evaluate moisture susceptibility of different stone matrix asphalt (SMA) mixtures modified with styrene-butadiene-styrene (SBS) and nanoclay. Different samples with various percentages of nanoclay (2, 3, 4, and 5%) and SBS (0 and 5%) based on the weight of the bitumen were prepared. Rheological and mechanical properties of the modified bitumen samples were also investigated using bitumen conventional evaluation tests and dynamic shear rheometer, respectively. Fourier transform infrared spectroscopy measurement was conducted for obtaining the microstructure distribution of modified asphalt binders. The chemical properties of aggregates were analyzed with X-ray fluorescence. Moisture susceptibility of the modified asphalt mixtures was evaluated using three different methods, including resilient modulus ratio, tensile strength ratio, and fracture energy ratio tests. Based on the obtained results, using nanoclay as the secondary modifier could improve mechanical properties of the SMA asphalt mixture.
引用
收藏
页码:736 / 742
页数:7
相关论文
共 29 条
[1]  
AASHTO, 2007, AASHTO T283
[2]  
Ahmadinia E., 2012, MATER DESIGN, V32, P4844
[3]   Effect of nanoclay on performance of neat and SBS-modified bitumen and HMA [J].
Ameri, Mahmoud ;
Vamegh, Mostafa ;
Imaninasab, Reza ;
Rooholamini, Hamed .
PETROLEUM SCIENCE AND TECHNOLOGY, 2016, 34 (11-12) :1091-1097
[4]  
[Anonymous], 2008, STANDARD TEST METHOD
[5]   Evaluation of rutting performance of stone matrix asphalt mixtures containing warm mix additives [J].
Babagoli, Rezvan ;
Ziari, Hassan .
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2017, 24 (02) :360-373
[6]   Laboratory evaluation of rutting performance of cold recycling asphalt mixtures containing SBS modified asphalt emulsion [J].
Babagoli, Rezvan ;
Ameli, Alireza ;
Shahriari, Habib .
PETROLEUM SCIENCE AND TECHNOLOGY, 2016, 34 (04) :309-313
[7]   Laboratory evaluation of the effect of gilsonite on the performance of stone matrix asphalt mixtures [J].
Babagoli, Rezvan ;
Hasaninia, Moein ;
Namazi, Navid Mohammad .
ROAD MATERIALS AND PAVEMENT DESIGN, 2015, 16 (04) :889-906
[8]   A Phenomenological Fatigue Performance Model of Asphalt Mixtures Based on Fracture Energy Density [J].
Bahadori, A. M. ;
Mansourkhaki, A. ;
Ameri, M. .
JOURNAL OF TESTING AND EVALUATION, 2015, 43 (01) :133-139
[9]  
Brown E. R, 1999, 425 TRANSP RES BOARD
[10]   A laboratory study on stone matrix asphalt using ground tire rubber [J].
Chiu, Chui-Te ;
Lu, Li-Cheng .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (05) :1027-1033