Use of rheological compatibility criteria to study SBS modified asphalts

被引:152
作者
Becker, MY
Müller, AJ
Rodriguez, Y
机构
[1] Univ Simon Bolivar, Dept Ciencia Mat, Grp Polimeros, Caracas 1080, Venezuela
[2] PDVSA Intevep, Refining & Petrochem Dept, Sector El Tambor, Los Teques, Edo Miranda, Venezuela
关键词
polymer modified asphalts; compatibility; rheology; SBS; blends;
D O I
10.1002/app.12764
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Polymer-modified asphalts (PMAs) were prepared using Bachaquero asphalt and styrene-butadiene-styrene (SBS) type copolymers. Their rheological behavior was compared to that of unmodified asphalt and of a compatible commercial PMA. Materials were submitted to frequency sweeps between 10(-1) and 10(2) rad/s from 0 to 50degreesC. Storage stability tests were performed for 72 h at 160degreesC. Ring and ball softening points from the top and the bottom of the blends were compared and were used along with fluorescence microscopy to evaluate stability. Samples prepared with styrene-ethylene-butylene-styrene (SEBS) showed improved compatibility and stability as compared with SBS-modified asphalts, probably because of a higher stability to thermal degradation from the absence of double bonds. An additional improvement in stability and compatibility was observed for SEBS functionalized with maleic anhydride (SEBS-g-MAH)-modified blends. Better compatibility, however, did not improve rheological behavior at low temperatures. The systems studied are so complex from a chemical point of view that the rheological criteria normally used to predict compatibility of polyblends did not give enough information regarding the compatibility of the modified asphalts. (C) 2003 Wiley Periodicals, Inc. J Appl Polym Sci 90: 1772-1782, 2003.
引用
收藏
页码:1772 / 1782
页数:11
相关论文
共 46 条
[1]   Asphalt modified by SBS triblock copolymer: Structures and properties [J].
Adedeji, A ;
Grunfelder, T ;
Bates, FS ;
Macosko, CW ;
StroupGardiner, M ;
Newcomb, DE .
POLYMER ENGINEERING AND SCIENCE, 1996, 36 (12) :1707-1723
[2]   Polymer blends for enhanced asphalt binders [J].
AitKadi, A ;
Brahimi, B ;
Bousmina, M .
POLYMER ENGINEERING AND SCIENCE, 1996, 36 (12) :1724-1733
[3]   Interphase and compatibilization of polymer blends [J].
Ajji, A ;
Utracki, LA .
POLYMER ENGINEERING AND SCIENCE, 1996, 36 (12) :1574-1585
[4]  
BALSAMO V, 1996, THESIS J GUTTENBERG
[5]   RHEOLOGY AND MICROSTRUCTURE OF POLYMER ASPHALT BLENDS [J].
BOULDIN, MG ;
COLLINS, JH ;
BERKER, A .
RUBBER CHEMISTRY AND TECHNOLOGY, 1991, 64 (04) :577-600
[6]  
Brule B., 1988, J Assoc Asphalt Paving Technol, V57, P41
[7]  
CARREAU PJ, 1995, 95 SPE RET POL ALL B
[8]   ULTRAFAST CARRIER CAPTURE AND LONG RECOMBINATION LIFETIMES IN GAAS QUANTUM WIRES GROWN ON NONPLANAR SUBSTRATES [J].
CHRISTEN, J ;
GRUNDMANN, M ;
KAPON, E ;
COLAS, E ;
HWANG, DM ;
BIMBERG, D .
APPLIED PHYSICS LETTERS, 1992, 61 (01) :67-69
[9]   RHEOLOGICAL BEHAVIOR OF POLYMER BLENDS [J].
CHUANG, HK ;
HAN, CD .
JOURNAL OF APPLIED POLYMER SCIENCE, 1984, 29 (06) :2205-2229
[10]   Dispersion and absorption in dielectrics I. Alternating current characteristics [J].
Cole, KS ;
Cole, RH .
JOURNAL OF CHEMICAL PHYSICS, 1941, 9 (04) :341-351