Performance properties of WMA modified binders and asphalt mixtures containing PPA/SBR polymer blends

被引:12
作者
Babagoli, Rezvan [1 ]
Jalali, Farhang [2 ]
Khabooshani, Mohammad [3 ]
机构
[1] Univ Sci & Technol Mazandaran, Fac Civil Engn, POB 48518-78195, Behshahr, Iran
[2] Auburn Univ, Natl Ctr Asphalt Technol, Auburn, AL 36849 USA
[3] Rd Housing & Urban Dev Res Ctr, Tehran, Iran
关键词
Multiple Stress Creep Recovery (MSCR); warm mix asphalt (WMA); poly phosphoricacid (PPA); Linear Amplitude Sweep (LAS); stone matrix asphalt; styrene– butadiene rubber (SBR);
D O I
10.1177/08927057211006460
中图分类号
TB33 [复合材料];
学科分类号
摘要
The performance properties of asphalt binders and mixtures can be enhanced utilizing several modifiers, including; Poly Phosphoric Acid (PPA), Warm Mix Asphalt (WMA) modifiers, and Styrene-Butadiene Rubber (SBR). The current study evaluated the effect of PPA and WMA contents on rheological behavior of SBR modified binders and SMA mixtures. The modified binders were subjected to rotational viscosity, Dynamic Shear Rheometer, and Bending Beam Rheometer, Multiple Stress Creep Recovery (MSCR), and Linear Amplitude Sweep (LAS) tests. The SBR/PPA and SBR/PPA/WMA modified mixtures were subjected to Indirect tensile strength (ITS), dynamic creep, resilient modulus (M-r ), wheel track, and four-point beam fatigue (FPB) tests. To analyze the data, two-factor analysis of variance (ANOVA) was investigated. Based on the results of the MSCR test at both stress levels, modification of base bitumen by SBR, PPA and WMA additives causes an enhance in permanent deformation performance of original bitumen. LAS test results indicated that, utilization of SBR and WMA additives improves the fatigue life of bitumen. Also, by addition of PPA, the fatigue life of SBR modified binders increases. whereas, the fatigue lives are higher than original binders ones. Based on results, utilization of SBR and PPA enhances the M-r , rutting properties, ITS, FE, and fatigue behavior of specimens. By increasing the PPA percentage, the rutting and fatigue behavior enhances. Whereas, it causes a decreases in M-r and ITS of modified mixtures. Among warm additives, sasobit has better effect on enhancing the performance of binders and mixtures.
引用
收藏
页码:274 / 306
页数:33
相关论文
共 44 条
[1]  
Aashto T, 2012, STANDARD TEST METHOD
[2]   Proposals for modification of Iranian bitumen to meet the climatic requirements of Iran [J].
Aflaki, Sassan ;
Tabatabaee, Nader .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (06) :2141-2150
[3]   Effect of reclaimed asphalt pavement on performance of rubberised aspnalt mixtures [J].
Aghapour, Moslem ;
Babagoli, Rezvan .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 2020, 173 (06) :284-297
[4]   Performance evaluation of binders and Stone Matrix Asphalt (SMA) mixtures modified by Ground Tire Rubber (GTR), waste Polyethylene Terephthalate (PET) and Anti Stripping Agents (ASAs) [J].
Ameli, Alireza ;
Maher, Javad ;
Mosavi, Amirhosein ;
Nabipour, Narjes ;
Babagoli, Rezvan ;
Norouzi, Navid .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 251
[5]   RETRACTED: Permanent deformation performance of binders and stone mastic asphalt mixtures modified by SBS/montmorillonite nanocomposite (Retracted article. See vol. 461, 2025) [J].
Ameli, Alireza ;
Babagoli, Rezvan ;
Khabooshani, Mohammad ;
AliAsgari, Ramin ;
Jalali, Farhang .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 239
[6]   Laboratory evaluation of the effect of coal waste ash (CWA) and rice husk ash (RHA) on performance of asphalt mastics and Stone matrix asphalt (SMA) mixture [J].
Ameli, Alireza ;
Babagoli, Rezvan ;
Norouzi, Navid ;
Jalali, Farhang ;
Mamaghani, Farzin Poorheydari .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 236
[7]   Laboratory evaluation of the effect of bentonite on performance of bitumen and hot mix asphalt mixtures [J].
Ameli, Alireza ;
Babagoli, Rezvan ;
Razi, Seyed Erfan Tabatabaei .
PETROLEUM SCIENCE AND TECHNOLOGY, 2016, 34 (01) :19-23
[8]  
American Association of State Highway and Transportation Officials T 324, 2008, STANDARD METHOD TEST
[9]  
[Anonymous], 2014, TP101 AASHTO, P12