Investigating the Effect of Various Fillers on Cohesive Failure Mechanism in Asphalt Mixtures

In the current research attempts have been made to investigate the effect of various fillers on the resistance to mastic failure using mechanical and thermodynamic methods. Two types of granite and limestone aggregates with acidic and basic characteristics were used, respectively. Besides, four type...

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Veröffentlicht in:	Periodica polytechnica. Civil engineering. Bauingenieurwesen 2020-01, Vol.64 (1), p.144-155
Hauptverfasser:	Hamedi, Gholam Hossein, Sohrabi, Mohsen, Sakanlou, Farhad, Tahami, Seyed Amid
Format:	Artikel
Sprache:	eng
Schlagworte:	Asphalt Asphalt mixes Bituminous cements Calcium Calcium carbonate Calcium carbonates Carbonates Cement Coefficients Cohesion Concrete Correlation coefficients Engineering Engineering, Civil Failure mechanisms Fillers Free energy Lime Limestone Moisture resistance Portland cement Portland cements Science & Technology Technology
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