Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus
Descriptive Metadata
Rights Metadata
Technical Metadata
Descriptive
TitleInfo
Title
Using the modified Hirsch model and the Sliver Test to forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus
Protecting our asphalt pavements structures from possible distresses such as pavement cracking and pavement rutting require good understanding of materials used to construct pavement structures. When conducting QA/QC or a forensic analysis to characterize asphalt materials that were used on existing roads and highways requires extensive number of cores to be taken per section. The coring process will initiate cracks in the coring location, which will propagate later on and may lead to the formation of alligator cracks and potholes. Many of the currently utilized test apparatus utilize a minimum of a 6-inches core to provide a sample large enough to test. Sample preparation after coring is limited further by lift thickness; to not test a composite material one must cut the field core sample to ensure only one pavement lift is being tested. If the pavement design specifies a lift that is less than the minimum size for current test apparatus, no testing can be completed on that sample. Incorporating recycled asphalt materials and shingles in mixture designs makes it even more challenging to characterize combined asphalt mixture properties. The combination of virgin and recycled asphalt requires the development and implementation of material testing methods that can test asphalt mixtures in the solid form. Labs that are interested in studying the impact of aging, time, and temperature on the commingling of RAP and/or shingle asphalt on the stiffness modulus of bituminous mixtures find it difficult to use current asphalt mixture performance tests. This is due to different reasons such as time-consuming performance testing process, samples size, and test/analysis complexity. In this research, a new methodology was developed to simplify and expedite forensic testing. The developed methodology addressed previously mentioned asphalt mixture performance testing issues. The developed methodology consists of two main tools. A new test procedure using the Sliver Test ASTM D7552. A forward and backward models based on the modified Hirsch model developed by, Christensen et al, currently being used in the pavement design guide. The developed methodology successfully analyzed asphalt mixture and asphalt binder response parameters from the sliver test output. Developed methodology successfully helped forward calculate asphalt mixture complex modulus and backward calculate asphalt binder complex modulus avoiding asphalt binder chemical extraction process. The methodology was developed using 700 data points then verified using a total 1050 data points. Statistical goodness of fit parameters and coefficient of variance was performed. Results showed promise and the methodology was able to forward calculate asphalt mixture (R^2>95.5%) and asphalt binder complex modulus (R^2>87%).
Subject (authority = RUETD)
Topic
Civil and Environmental Engineering
RelatedItem (type = host)
TitleInfo
Title
Rutgers University Electronic Theses and Dissertations
Identifier (type = RULIB)
ETD
Identifier
ETD_8784
PhysicalDescription
Form (authority = gmd)
electronic resource
InternetMediaType
application/pdf
InternetMediaType
text/xml
Extent
1 online resource (xvi, 287 p. : ill.)
Note (type = degree)
Ph.D.
Note (type = bibliography)
Includes bibliographical references
Subject (authority = ETD-LCSH)
Topic
Asphalt concrete
Note (type = statement of responsibility)
by Mohamed Monir Haggag
RelatedItem (type = host)
TitleInfo
Title
School of Graduate Studies Electronic Theses and Dissertations
Identifier (type = local)
rucore10001600001
Location
PhysicalLocation (authority = marcorg); (displayLabel = Rutgers, The State University of New Jersey)
I hereby grant to the Rutgers University Libraries and to my school the non-exclusive right to archive, reproduce and distribute my thesis or dissertation, in whole or in part, and/or my abstract, in whole or in part, in and from an electronic format, subject to the release date subsequently stipulated in this submittal form and approved by my school. I represent and stipulate that the thesis or dissertation and its abstract are my original work, that they do not infringe or violate any rights of others, and that I make these grants as the sole owner of the rights to my thesis or dissertation and its abstract. I represent that I have obtained written permissions, when necessary, from the owner(s) of each third party copyrighted matter to be included in my thesis or dissertation and will supply copies of such upon request by my school. I acknowledge that RU ETD and my school will not distribute my thesis or dissertation or its abstract if, in their reasonable judgment, they believe all such rights have not been secured. I acknowledge that I retain ownership rights to the copyright of my work. I also retain the right to use all or part of this thesis or dissertation in future works, such as articles or books.