Azizi, Khairun

Choong , Kok Keong

Hamzah, Meor Othman

Yahya, Ahmad Shukri

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UNIVERSITI SAINS MALAYSIALaporan Akhir Projek Penyelidikan Jangka PendekFundamental Engineering Properties ofAsphalt Mixes IncorporatingGeometrically Cubical AggregatesbyProf. Dr. Meor Othman HamzahAssoc. Prof. Dr. Choong Kok KeongAssoc. Prof. Ahmad Shukri YahyaProf. Dr. Khairun Azizi2013less than 0.05, indicates that there was no statistical significance in density and stif&ess forbitumen content and geometrically cubical aggregate interaction. It was found that most ofthe geometrically cubical aggregates used in this study produce greater number effaces (5 -6), edges (11-12) and number of comers (7 to 8) which can be classified as geometricallycubical aggregate (Rajeswari, 2003). Overall, this study shows that the aggregate shape hasmajor influence on air voids, stability and density ofasphalt mixture.Table 4.7: Two-way ANOVA Analysis ProducedMarshall MixDesignStability (kN)Air Voids (%Stiffness (kN/mmFlow (mm)bidlvldialValua Plotof Density vsCfr BiS I32SP-value• VwJ"'as, •>iKUvidual Valua WotofAir Volcivs CA, B»* V- -v •> ^ -1-^—«ImHvWuilValuaPIotcfSUhaity wsCA, B.. A ^ I99

Fundamental Engineering Properties of

Asphalt Mixes Incorporating

Geometrically Cubical Aggregates

http://eprints.usm.my/37658/1/Fundamental_engineering_properties_of_asphalt_mixes_incorporating_geometrically_cubical_aggregates.pdf

Fundamental Engineering Properties of Asphalt Mixes Incorporating Geometrically Cubical Aggregates

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