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dc.contributor.authorTikalsky, Paul J.
dc.contributor.authorBahia, Hussain U.
dc.contributor.authorDeng, An
dc.contributor.authorSnyder, Thomas
dc.date.accessioned2022-03-29T13:13:43Z
dc.date.available2022-03-29T13:13:43Z
dc.date.issued2004-10
dc.identifieroksd_tikalsky_excessfoundrysand_2004
dc.identifier.citationTikalsky, P. J., Bahia, H. U., Deng, A., & Snyder, T. (2004). Excess foundry sand characterization and experimental investigation in controlled low-strength material and hot-mixing asphalt. Report no. DE-FC36-01ID13974. Pennsylvania Transportation Institute, Pennsylvania State University, University Park, PA. https://doi.org/10.2172/861001
dc.identifier.urihttps://hdl.handle.net/11244/335084
dc.description.abstractThis report provides technical data regarding the reuse of excess foundry sand. The report addresses three topics: a statistically sound evaluation of the characterization of foundry sand, a laboratory investigation to qualify excess foundry sand as a major component in controlled low-strength material (CLSM), and the identification of the best methods for using foundry sand as a replacement for natural aggregates for construction purposes, specifically in asphalt paving materials. The survival analysis statistical technique was used to characterize foundry sand over a full spectrum of general chemical parameters, metallic elements, and organic compounds regarding bulk analysis and leachate characterization. Not limited to characterization and environmental impact, foundry sand was evaluated by factor analyses, which contributes to proper selection of factor and maximization of the reuse marketplace for foundry sand. Regarding the integration of foundry sand into CLSM, excavatable CLSM and structural CLSM containing different types of excess foundry sands were investigated through laboratory experiments. Foundry sand was approved to constitute a major component in CLSM. Regarding the integration of foundry sand into asphalt paving materials, the optimum asphalt content was determined for each mixture, as well as the bulk density, maximum density, asphalt absorption, and air voids at Nini, Ndes, and Nmax. It was found that foundry sands can be used as an aggregate in hot-mix asphalt production, but each sand should be evaluated individually. Foundry sands tend to lower the strength of mixtures and also may make them more susceptible to moisture damage. Finally, traditional anti-stripping additives may decrease the moisture sensitivity of a mixture containing foundry sand, but not to the level allowed by most highway agencies.
dc.formatapplication/pdf
dc.languageen_US
dc.publisherOffice of Scientific and Technical Information (OSTI)
dc.relation.urihttps://www.osti.gov/biblio/861001
dc.relation.urihttps://www.osti.gov/servlets/purl/861001
dc.rightsThis material has been previously published. In the Oklahoma State University Library's institutional repository this version is made available through the open access principles and the terms of agreement/consent between the author(s) and the publisher. The permission policy on the use, reproduction or distribution of the material falls under fair use for educational, scholarship, and research purposes. Contact Digital Resources and Discovery Services at lib-dls@okstate.edu or 405-744-9161 for further information.
dc.subject36 MATERIALS SCIENCE
dc.titleExcess foundry sand characterization and experimental investigation in controlled low-strength material and hot-mixing asphalt
dc.date.updated2022-03-24T21:02:59Z
osu.filenameoksd_tikalsky_excessfoundrysand_2004.pdf
dc.identifier.doi10.2172/861001
dc.description.departmentStructural Engineering
dc.type.genreTechnical Report
dc.type.materialText
dc.subject.keywordsfoundry sand
dc.subject.keywordshot-mix asphalt
dc.subject.keywordscontrolled low-strength material
dc.subject.keywordsaggregate
dc.subject.keywordsasphalt paving materials
dc.subject.keywordsleachate characterization
dc.subject.keywordssurvival analysis
dc.subject.keywordsmoisture damage
dc.subject.keywordsbulk density
dc.subject.keywordsoptimum asphalt content
dc.identifier.authorORCID: 0000-0001-9105-3578 (Tikalsky, Paul)
dc.identifier.authorScopusID: 6701441461 (Tikalsky, Paul)


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