A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Airfield self-consolidating concrete pavements (ASCCP): Mechanical and durability properties
Highlights SCC mixtures for air field concrete pavements (ASCCP) designed and studied. Mineral/chemical admixtures effects on mechanical/transport properties investigated. Freeze/thaw durability factor of SCC mixtures analyzed. Abrasion resistance and impact strength limits proposed for ASCCP. Visual inspection studies conducted for freeze/thaw distress related with ASCCP.
Abstract This paper investigates the mechanical, transport properties and freeze/thaw durability of self-consolidating concrete mixtures used in airfield self-consolidating concrete pavement (ASCCP). ASCCP mixtures are made with mineral admixtures that include fly ash, silica fume, slag, metakaolin and air entraining chemical admixture (AEA). The results show that the use of metakaolin as the mineral admixture significantly improved the mechanical properties and durability factor, especially the freeze/thaw visual inspection parameters. The use of AEA produced similar improvements, but a decrease was observed in the mechanical properties. Abrasion resistance and impact strength limits were proposed for this study.
Airfield self-consolidating concrete pavements (ASCCP): Mechanical and durability properties
Highlights SCC mixtures for air field concrete pavements (ASCCP) designed and studied. Mineral/chemical admixtures effects on mechanical/transport properties investigated. Freeze/thaw durability factor of SCC mixtures analyzed. Abrasion resistance and impact strength limits proposed for ASCCP. Visual inspection studies conducted for freeze/thaw distress related with ASCCP.
Abstract This paper investigates the mechanical, transport properties and freeze/thaw durability of self-consolidating concrete mixtures used in airfield self-consolidating concrete pavement (ASCCP). ASCCP mixtures are made with mineral admixtures that include fly ash, silica fume, slag, metakaolin and air entraining chemical admixture (AEA). The results show that the use of metakaolin as the mineral admixture significantly improved the mechanical properties and durability factor, especially the freeze/thaw visual inspection parameters. The use of AEA produced similar improvements, but a decrease was observed in the mechanical properties. Abrasion resistance and impact strength limits were proposed for this study.
Airfield self-consolidating concrete pavements (ASCCP): Mechanical and durability properties
Ziari, Hassan (author) / Hayati, Parham (author) / Sobhani, Jafar (author)
Construction and Building Materials ; 72 ; 174-181
2014-08-23
8 pages
Article (Journal)
Electronic Resource
English
Airfield self-consolidating concrete pavements (ASCCP): Mechanical and durability properties
| Online Contents | 2014
| British Library Online Contents | 2014
Air-Entrained Air Field Self-Consolidating Concrete Pavements: Strength and Durability
| Springer Verlag | 2016