Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/509918
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dc.coverage.spatial
dc.date.accessioned2023-08-30T06:53:24Z-
dc.date.available2023-08-30T06:53:24Z-
dc.identifier.urihttp://hdl.handle.net/10603/509918-
dc.description.abstractPavements made with plain asphalt mixtures are subjected to premature failures due to the newlineexposure to moisture. This paper focuses on the effect of some selective non-conventional newlinematerial in bituminous mixes. In this study steel slag, fly ash, waste glass powder, CENEX newlineand Crumb rubber is utilized for preparation of bituminous mix. In this investigation the newlineeffects of these materials on the performance of asphalt mixes for road construction is newlinestudied. In this study VG30 binder is modified with CENEX and Crumb rubber polymer newlineat different percentages such as 0%, 2%, 4%, 6%, 8%, and 10% by the weight of the binder. newlineThe optimum CENEX and Crumb rubber contents are 6% and 8% respectively as er the newlinestorage stability test. Based on the Marshall Mix Design, the optimum amount of fly ash newline(FA) and glass powder (GP) is 60% and 30% respectively in lace of stone dust. newline
dc.format.extent
dc.languageEnglish
dc.relation
dc.rightsself
dc.titleStudy on the Performance of Bituminous Mixes for Road construction using Non conventional Materials
dc.title.alternative
dc.creator.researcherPaul, Dibyendu
dc.subject.keywordEngineering and Technology
dc.subject.keywordEngineering
dc.subject.keywordEngineering Civil
dc.description.note
dc.contributor.guidePal, Manish
dc.publisher.placeAgartala
dc.publisher.universityNational Institute of Technology Agartala
dc.publisher.institutionDepartment of Civil Engineering
dc.date.registered2016
dc.date.completed2023
dc.date.awarded2023
dc.format.dimensions
dc.format.accompanyingmaterialDVD
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Department of Civil Engineering

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01_title.pdfAttached File153.85 kBAdobe PDFView/Open
02_prelim pages.pdf1.77 MBAdobe PDFView/Open
03_content.pdf101.88 kBAdobe PDFView/Open
04_abstract.pdf65.16 kBAdobe PDFView/Open
05_chapter1.pdf198.57 kBAdobe PDFView/Open
06_chapter2.pdf424.28 kBAdobe PDFView/Open
07_chapter3.pdf236.37 kBAdobe PDFView/Open
08_chapter4.pdf710.03 kBAdobe PDFView/Open
09_chapter5.pdf604.64 kBAdobe PDFView/Open
10_chapter6.pdf629.45 kBAdobe PDFView/Open
11_chapter7.pdf768.37 kBAdobe PDFView/Open
12_chapter8.pdf405.92 kBAdobe PDFView/Open
13_chapter9.pdf982.31 kBAdobe PDFView/Open
14_chaper10.pdf132.03 kBAdobe PDFView/Open
15_annexure.pdf622.81 kBAdobe PDFView/Open
80_recommendation.pdf280.32 kBAdobe PDFView/Open


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