Please use this identifier to cite or link to this item: https://repository.sustech.edu/handle/123456789/7618
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dc.contributor.authorAdam, Abdalla Ahmed Mohammed
dc.contributor.authorSupervisor - Sami Abdalla Osman
dc.date.accessioned2014-10-28T10:44:54Z
dc.date.available2014-10-28T10:44:54Z
dc.date.issued2014-03-01
dc.identifier.citationAdam,Abdalla Ahmed Mohammed. Evaluation of Crumb Tire Rubber Modified Bitumen for Hot Mix Asphalt Concrete at Khartoum State/Abdalla Ahmed Mohammed Adam;Sami Abdalla Osman .-Khartoum:Sudan University of Science and Technology,College of Engineering,2014.- 91P. : ill. ; 28Cm.-M.Sc.en_US
dc.identifier.urihttp://repository.sustech.edu/handle/123456789/7618
dc.descriptionThesisen_US
dc.description.abstractLong-term performance of asphalt pavement is a major challenge and ultimate goal of highway Engineering agencies. The use of polymer in asphalt mixture as a modifier started in the 80s of the last century and has been tested in a number of countries around the World. In this research, Tire Rubber as one type of polymers is used to investigate the potential prospects to enhance bitumen physical and asphalt mixture properties. The purpose of this study is to evaluate the effect of using various crumb tire rubber percentages as polymer additives to bitumen and hot mix asphalt concrete at Khartoum State. It was investigated that the influence of rubber-modified binder obtained by various mixing time, mixing temperature and rubber content on the bitumen and mixtures performance tests. 60/70 asphalt grade was used in unmodified mix and modified binders used in Asphalt Rubber Hot Mix (ARHM) were prepared by mixing the rubber in 15, 20 and 25% (by the weight of bitumen content) at temperatures 160,165˚C and 2, 4 hour of mixing time for 15 and 25% asphalt rubber respectively, 20% was blend at 160˚C for 3 hour simulated to 15, 25% morphology test under Leitz Dialux 2D microscope results. Physical properties were evaluated in terms of penetration, softening point, specific gravity, ductility, flash and fire point tests. Marshall Mix design was used to evaluate the mixtures properties. 60 samples were prepared to evaluate the effect of Crumb Tire Rubber Modified Bitumen for Hot Mix Asphalt Concrete. The results indicated that crumb rubber modifier provides better engineering properties in terms of penetration, softening point, specific gravity flash and fire point tests except ductility test attributed to some fabric content in tire, and indicated that crumb rubber modifier slightly decrease the stability and density, increase the flow, and slightly increase the air voids and the voids of mineral aggregate. The study recommended that farther studies should be conducted in mixing time and temperatures, bitumen physical properties in terms of viscosity and loss on heating and recommended that use Tire-derived pyroltic oil to enhance the asphalt rubber ductility and recommended that conducted field test on rubberized constructed section such as Coca-Cola industry district constructed section at Khartoum Stateen_US
dc.description.sponsorshipSudan University of Science and Technologyen_US
dc.language.isoenen_US
dc.publisherSudan University of Science and Technologyen_US
dc.subjectCivil Engineeringen_US
dc.subjectCivil Engineering - Highwaysen_US
dc.subjectHighwaysen_US
dc.subjectModified Bitumenen_US
dc.subjectHot Mix Asphalt Concrete - Khartoum Stateen_US
dc.subjectHot Mix Asphalt Concreteen_US
dc.titleEvaluation of Crumb Tire Rubber Modified Bitumen for Hot Mix Asphalt Concrete at Khartoum Stateen_US
dc.title.alternativeتقويم البتيومين المحسن بمطاط الاطارات التالفة واستخدامه فى الخلطة الاسفلتية الساخنة بولاية الخرطومen_US
dc.typeThesisen_US
Appears in Collections:Masters Dissertations : Engineering

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Evaluation of Crumb Tire Rubber.pdftitle58.95 kBAdobe PDFView/Open
Table of Contents.pdfContents27.39 kBAdobe PDFView/Open
ABSTRACT IN ENGLISH.pdfABSTRACT 31.45 kBAdobe PDFView/Open
ABSTRACT in ARABIC.pdfABSTRACT 66.66 kBAdobe PDFView/Open
Chapters.pdfChapters6.94 kBAdobe PDFView/Open
Research.pdfResearch2.7 MBAdobe PDFView/Open
List of Abbreviation.pdfList 7.64 kBAdobe PDFView/Open
Appendix.pdfAppendix144.06 kBAdobe PDFView/Open
List of Figures.pdfList 13.98 kBAdobe PDFView/Open
List of Tables.pdfList 6.74 kBAdobe PDFView/Open
Loss x101.pdfList 9.47 kBAdobe PDFView/Open


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