Show simple item record

dc.creatorYeggoni, Mohan
dc.date.accessioned2012-06-07T22:35:06Z
dc.date.available2012-06-07T22:35:06Z
dc.date.created1993
dc.date.issued1993
dc.identifier.urihttp://hdl.handle.net/1969.1/ETD-TAMU-1993-THESIS-Y42
dc.descriptionDue to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item.en
dc.descriptionIncludes bibliographical references.en
dc.description.abstractThe objectives of this study were to: 1 ) Evaluate the influence of coarse aggregate shape and surface texture on deformation characteristics of asphalt concrete, 2) Characterize aggregate elongation, shape and texture using fractal dimensional analysis and 3) Study the correlation between the physical properties of coarse aggregates and the permanent deformation characteristics of asphalt concrete. In order to study the influence of coarse aggregate type on the properties of asphalt concrete mixture, seven different blends of aggregates were prepared using three types of aggregates: 1) Crushed River gravel, 2) Crushed limestone, 3) Uncrushed river gravel. These seven aggregate blends were used for preparation of test specimens throughout the testing program. This investigation, which consisted largely of laboratory study, was conducted in two phases: 1) An Asphalt concrete mixture study and 2) The characterization of coarse aggregates elongation, shape and surface texture using fractal dimensional analysis. The asphalt concrete mixture analysis was focussed on evaluating permanent deformation characteristics of mixtures made with different percentages of crushed coarse aggregates. An Increase in the percentage of crushed coarse aggregate increased Hveem Stability, Marshall Stability and resistance to creep of hot mix asphalt concrete. The resilient modulus of the specimens was also enhanced by the increase in the amount of crushed aggregate in the mix at high temperatures (115'F). Fractal dimension analysis was shown to be a good technique to characterize aggregate shape and surface texture. Direct correlation was observed between permanent deformation of asphalt concrete and shape characteristics of coarse aggregate particles used in the asphalt concrete mix.en
dc.format.mediumelectronicen
dc.format.mimetypeapplication/pdf
dc.language.isoen_US
dc.publisherTexas A&M University
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries in 2008. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en
dc.subjectcivil engineering.en
dc.subjectMajor civil engineering.en
dc.titleInfluence of coarse aggregate size, shape and surface texture on rutting of hot mix asphalt concreteen
dc.typeThesisen
thesis.degree.disciplinecivil engineeringen
thesis.degree.nameM.S.en
thesis.degree.levelMastersen
dc.type.genrethesisen
dc.type.materialtexten
dc.format.digitalOriginreformatted digitalen


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

This item and its contents are restricted. If this is your thesis or dissertation, you can make it open-access. This will allow all visitors to view the contents of the thesis.

Request Open Access