Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorSuresha, S.N.-
dc.contributor.authorVarghese, G.-
dc.contributor.authorShankar, A.U.R.-
dc.identifier.citationConstruction and Building Materials, 2009, Vol.23, 8, pp.2887-2893en_US
dc.description.abstractPorous friction courses (PFCs) are mainly recommended as surface drainage layers on high-speed road-corridors and runway pavements. Permeability and sound attenuation characteristics are considered to be the indices for performance assessment of PFCs. One of the reasons for the loss of permeability in PFCs is densification under heavy traffic. But, resistance to ravelling too, is of main concern in the case of under-compacted PFCs. This paper summarises the details of laboratory investigation on the characterization of PFC mixes corresponding to four different gradations and two binder contents, for three levels of the Marshall compaction. The findings of the investigation suggest that the selection of the compaction level for PFC mix design should be based on the design traffic level, and the gradation selected. 2009 Elsevier Ltd. All rights reserved.en_US
dc.titleCharacterization of porous friction course mixes for different Marshall compaction effortsen_US
Appears in Collections:1. Journal Articles

Files in This Item:
File Description SizeFormat 
10193.pdf414.29 kBAdobe PDFThumbnail

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.