Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/11944
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dc.contributor.authorNasreldein Ismail Hassaboen_US
dc.date.accessioned2008-09-25T06:33:09Z
dc.date.available2008-09-25T06:33:09Z
dc.date.copyright2002en_US
dc.date.issued2002
dc.identifier.urihttp://hdl.handle.net/10356/11944
dc.description.abstractThis study was mainly focused on accessing rutting behaviour of Land Transport Authority (LTA) SMA gap graded mix fabricated with Conventional, Multiphalte and Cariphalte modified binders. As a second objective, resilient modulus was evaluated under these conditions.en_US
dc.format.extent128 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Transportation
dc.titleEffects of rolling compaction on stone mastic asphalt mixturesen_US
dc.typeThesisen_US
dc.contributor.supervisorLum, Kit Mengen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Science (Transportation Engineering)en_US
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