Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/8120
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dc.contributor.authorBhandari, Raj Kanwar Mohan-
dc.date.accessioned2014-11-12T06:17:05Z-
dc.date.available2014-11-12T06:17:05Z-
dc.date.issued1966-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8120-
dc.guideRao, M. V. Prakasa-
dc.description.abstractMost of the empirical methods of mix design do not consider various factors such as area of plunger, thickness and area of specimen which affect the stability of the bituminious mix seriously. This study has been conducted with the idea of deter-mining the effect of stability by varying these factors. This investigation is concerned with the determination of the strength or load carrying capacity of thin slab of bituminious concrete when loaded over an area that was large with respect to specimen area. The salient aspect, thus, being the determination of a combination of specimen area and loaded area such that the strength of the specimen is independent of its area. Specimens of different sizes and thicknesses were tested because these factors affect stability as said above.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectPLUNGER AREAen_US
dc.subjectBITUMINOUS MIXESen_US
dc.subjectBITUMINIOUS CONCRETEen_US
dc.titleEFFECT OF PLUNGER AREA, THICKNESS AND AREA OF SPECIMEN ON COMPRESSIVE STRENGTH OF BITUMINOUS MIXES.en_US
dc.typeM.Tech Dessertationen_US
dc.accession.number63732en_US
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

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