Effect of asphalt mixture compaction on stability and Volumetric properties of ACW14

dc.contributor.author	Mohamed, AA
dc.contributor.author	Boulbibane, M
dc.date.accessioned	2013-11-30T21:48:18Z
dc.date.available	2013-11-30T21:48:18Z
dc.date.issued	2013-12-01
dc.identifier.uri	http://dl.lib.mrt.ac.lk/handle/123/9527
dc.description.abstract	This paper investigates the influence of Marshall Compaction (50 and 70 blows) on the Stability and Volumetric Properties of ACW14 asphaltic concrete mixes. The samples were prepared according Marshall Mix design method. The properties studied were resilient modulus, air voids, bulk density and stability. The results of this study indicate that 75 compaction yield the highest Marshall Stability value and lower bitumen content. The study concluded that mixtures subjected to 75 compaction blows show better performance than the mixtures subjected to 50 blows.	en_US
dc.language.iso	en	en_US
dc.subject	Asphaltic concrete	en_US
dc.subject	Marshal compaction	en_US
dc.subject	Stability	en_US
dc.title	Effect of asphalt mixture compaction on stability and Volumetric properties of ACW14	en_US
dc.type	Conference-Full-text	en_US
dc.identifier.year	2011	en_US
dc.identifier.conference	International Conference on Structural Engineering Construction and Management	en_US
dc.identifier.place	Kandy	en_US
dc.identifier.email	Abdullahi.Ali@nottingham.edu.my	en_US
dc.identifier.email	mostapha.boulbibane@nottingham.edu.my	en_US