Please use this identifier to cite or link to this item:
http://hdl.handle.net/10603/509918
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.coverage.spatial | ||
dc.date.accessioned | 2023-08-30T06:53:24Z | - |
dc.date.available | 2023-08-30T06:53:24Z | - |
dc.identifier.uri | http://hdl.handle.net/10603/509918 | - |
dc.description.abstract | Pavements 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.language | English | |
dc.relation | ||
dc.rights | self | |
dc.title | Study on the Performance of Bituminous Mixes for Road construction using Non conventional Materials | |
dc.title.alternative | ||
dc.creator.researcher | Paul, Dibyendu | |
dc.subject.keyword | Engineering and Technology | |
dc.subject.keyword | Engineering | |
dc.subject.keyword | Engineering Civil | |
dc.description.note | ||
dc.contributor.guide | Pal, Manish | |
dc.publisher.place | Agartala | |
dc.publisher.university | National Institute of Technology Agartala | |
dc.publisher.institution | Department of Civil Engineering | |
dc.date.registered | 2016 | |
dc.date.completed | 2023 | |
dc.date.awarded | 2023 | |
dc.format.dimensions | ||
dc.format.accompanyingmaterial | DVD | |
dc.source.university | University | |
dc.type.degree | Ph.D. | |
Appears in Departments: | Department of Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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01_title.pdf | Attached File | 153.85 kB | Adobe PDF | View/Open |
02_prelim pages.pdf | 1.77 MB | Adobe PDF | View/Open | |
03_content.pdf | 101.88 kB | Adobe PDF | View/Open | |
04_abstract.pdf | 65.16 kB | Adobe PDF | View/Open | |
05_chapter1.pdf | 198.57 kB | Adobe PDF | View/Open | |
06_chapter2.pdf | 424.28 kB | Adobe PDF | View/Open | |
07_chapter3.pdf | 236.37 kB | Adobe PDF | View/Open | |
08_chapter4.pdf | 710.03 kB | Adobe PDF | View/Open | |
09_chapter5.pdf | 604.64 kB | Adobe PDF | View/Open | |
10_chapter6.pdf | 629.45 kB | Adobe PDF | View/Open | |
11_chapter7.pdf | 768.37 kB | Adobe PDF | View/Open | |
12_chapter8.pdf | 405.92 kB | Adobe PDF | View/Open | |
13_chapter9.pdf | 982.31 kB | Adobe PDF | View/Open | |
14_chaper10.pdf | 132.03 kB | Adobe PDF | View/Open | |
15_annexure.pdf | 622.81 kB | Adobe PDF | View/Open | |
80_recommendation.pdf | 280.32 kB | Adobe PDF | View/Open |
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