Chemical and rheological evaluation of ageing properties of SBS polymer modified bitumens

被引:275
作者
Lu, XH [1 ]
Isacsson, U [1 ]
机构
[1] 32&13 Royal Inst Technol, Div Highway Engn, S-10044 Stockholm, Sweden
关键词
polymer-modified bitumens; ageing; dynamic mechanical analysis; chemical characterization;
D O I
10.1016/S0016-2361(97)00283-4
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The ageing properties of Styrene-Butadiene-Styrene (SBS) polymer modified bitumens were evaluated using Dynamic Mechanical Analysis (DMA), Gel Permeation Chromatography (GPC) and Fourier Transform InfraRed (FTIR) spectroscopy. The binders were aged by means of the Thin Film Oven Test (TFOT) and the Rolling Thin Film Oven Test (RTFOT), respectively. It was observed that ageing resulted in degradation of the SBS polymer (decrease in the polymer molecular weight) and oxidation of the bitumen (increase in the content of polar oxygen-containing molecules and increase in bitumen molecular weight). The polymer was observed to resist formation of sulphoxides. Changes in the rheological properties of aged-modified binders were dependent on a combined effect of bitumen oxidation and polymer degradation, which varied with bitumen source/grade and polymer type/content. In all cases, the aged modified binders showed better rheological properties than aged base bitumens. The study also indicated that the ageing index obtained using DMA was largely influenced by temperature and frequency. This parameter may be applied for evaluating the base bitumens and modified binders with a low polymer content (3% in this study), but not for modified binders with a high (6%) polymer content. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:961 / 972
页数:12
相关论文
共 17 条
[1]  
[Anonymous], 1994, SHRPA370 NAT RES COU
[2]  
[Anonymous], 1984, ASS ASPHALT PAVING T
[3]  
BLOMBERG T, 1989, P 4 EUR S MADR OCT, P318
[4]  
BODUSZYNSKI MM, 1980, ASPHALT PAVING TECHN, V49, P123
[5]  
Branthaver J. F., 1993, SHRPA368 NAT RES COU
[6]  
BRULE B, 1985, STRUCTURE MICROMORPH
[7]  
Choquet F.S., 1994, P STRAT HIGHW RES PR, P193
[8]  
Collins JH, 1992, TRANSPORT RES REC, V1342, P92
[9]  
DUKATZ EL, 1984, P ASS ASPHALT PAVING, V53, P160
[10]  
GONZALEZ JM, 1993, P 5 EUR C STOCKH J A, V1, P200