Effect of cement on emulsified asphalt mixtures

被引:239
作者
Oruc, Seref [1 ]
Celik, Fazil [1 ]
Akpinar, M. Vefa [1 ]
机构
[1] Karadeniz Tech Univ, Dept Civil Engn, TR-61080 Trabzon, Turkey
关键词
asphalt emulsion; cement; emulsified asphalt concrete; cold mix; mechanical properties;
D O I
10.1007/s11665-007-9095-2
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Emulsified asphalt mixtures have environmental, economical, and logistical advantages over hot mixtures. However, they have attracted little attention as structural layers due to their inadequate performance and susceptibility to early life damage by rainfall. The objective of this article is to provide an improved insight into how the mechanical properties of emulsion mixtures may be improved and to determine the influence of cement on emulsified asphalt mixtures. Laboratory tests on strength, temperature susceptibility, water damage, creep and permanent deformation were implemented to evaluate the mechanical properties of emulsified asphalt mixtures. The test results showed that mechanical properties of emulsified asphalt mixtures have significantly improved with Portland cement addition. This experimental study suggested that cement modified asphalt emulsion mixtures might be an alternate way of a structural layer material in pavement.
引用
收藏
页码:578 / 583
页数:6
相关论文
共 16 条
[1]  
ALDERSON A, 1995, UMATTA TESTING EQUIP
[2]  
Asphalt Institute, 1989, MAN SER, V14
[3]  
Brown SF, 2000, P AAPT, V69
[4]  
Head R.W., 1975, P ASS ASPHALT PAVING, V43, P110
[5]  
ISHAI I, 1988, 1171 TRR
[6]   Experimental study of cement-asphalt emulsion composite [J].
Li, G ;
Zhao, Y ;
Pang, SS ;
Huang, W .
CEMENT AND CONCRETE RESEARCH, 1998, 28 (05) :635-641
[7]  
LOTMAN RP, 1982, 843 TRR
[8]   Hydration mechanisms, microstructure, and mechanical properties of mortars prepared with mixed binder cement slurry-asphalt emulsion [J].
Pouliot, N ;
Marchand, J ;
Pigeon, M .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) :54-59
[9]  
Schmidt R.J., 2021, P AAPT, V280
[10]  
SCHMIDT RJ, 1972, PRACTICAL METHOD MEA, P22