ibrabbas7

Prof. Dr. Ibrahim A. Abbas

Professor - Department of Mathematics

Faculty of science

Address: Sohag University, Egypt.

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Publications Which contain the keyword: Asphalt Concrete Mixtures

Creep Compliance Characteristics of Cement Dust Asphalt Concrete Mixtures

2018-09-24 23:35:20 Keywords Cement dust, Asphalt Concrete Mixtures, Creep Compliance, Marshall stability, Indirect Tensile Strength, Compressive strength,
Creep Compliance Characteristics of Cement Dust Asphalt Concrete Mixtures
The current research is directed towards studying the creep compliance characteristics of asphalt concrete mixtures modified with cement dust. This study can aid in assessing the permanent deformation potential of asphalt concrete mixtures. Cement dust was added to the mixture as mineral filler and compared with regular lime stone filler. A power law model was used to characterize the creep ... Read more

Utilization of Waste Iron Slag on Hot Mix Asphalt Concrete Mixtures

2018-09-24 23:39:46 Keywords Marshall/Stiffness, Asphalt Concrete Mixtures, Blast Furnace Iron Slag, Indirect Tensile Strength, Compressive strength,
Utilization of Waste Iron Slag on Hot Mix Asphalt Concrete Mixtures
The effect of using waste iron slag on the mechanical properties of hot mix asphalt concrete mixtures was intensively investigated within this research. Waste iron slag that is produced in steel factories as a byproduct was added to the asphalt mixture as a part of the fine aggregate. The studied mechanical properties include Marshall/stiffness, indirect tensile strength and unconfined compressive ... Read more

Creep Stiffness and Permanent Deformation of Rubberized Asphalt

2018-09-25 01:03:34 Keywords Asphalt Concrete Mixtures, Crumb rubber, Permanent Deformation, Creep Stiffness,
Creep Stiffness and Permanent Deformation of Rubberized Asphalt
The main objective of this research is to determine the effect of crumb rubber on the creep stiffness and permanent deformation of asphalt concrete mixtures. Rubber was used as an additive to the base bitumen (by weight of bitumen in total mix) at four contents: (0, 7, 10, and 13%) by volume of binder. Then, they were exposed to creep ... Read more

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