摘要
为了分析基质沥青经SBR改性后的性能,通过实验测定不同掺量SBR改性基质沥青后的三大指标,并进行分析。实验结果表明基质沥青经SBR改性后低温性能得到大幅度改善,高温性能也得到一定改善,但效果不是很明显,加入稳定剂可以更好的改善改性沥青的低温性能。
In order to analyze the performance of asphalt modified by SBR , three major indexes after mixing it with different percentage of SBR and measured. The results show that the asphalt modified by SBR has significant improvement in its low - temperature property, which has much better improvement than its high - temperature property. The low - temperature property of the modified asphalt could be further improved by adding some stabilizer to it.
出处
《辽宁科技学院学报》
2008年第3期35-36,19,共3页
Journal of Liaoning Institute of Science and Technology
关键词
SBR
基质沥青
软化点
针入度
延度
Styrene butadiene rubber(SBR)
Asphalt
Softening point
Penetration
Ductility