Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66185
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dc.titleSpecimen size effects on the diametrical mechanical testing of cylindrical asphalt mixes
dc.contributor.authorLim, Chong-Teik
dc.contributor.authorTan, Siew-Ann
dc.contributor.authorFwa, Tien-Fang
dc.date.accessioned2014-06-17T08:25:14Z
dc.date.available2014-06-17T08:25:14Z
dc.date.issued1995-11
dc.identifier.citationLim, Chong-Teik,Tan, Siew-Ann,Fwa, Tien-Fang (1995-11). Specimen size effects on the diametrical mechanical testing of cylindrical asphalt mixes. Journal of Testing and Evaluation 23 (6) : 436-441. ScholarBank@NUS Repository.
dc.identifier.issn00903973
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66185
dc.description.abstractThe size effect of specimens, 4-, 5-, and 6-in. in diameter, of asphalt mixtures on the resilient modulus, indirect tension and Marshall tests was studied. Four asphalt mixtures (B1 mix, Airport, W3 and W6 mixes) with different top stone sizes were used. The effect of the ratios of the specimen diameter to top stone size were determined for the resilient modulus and the indirect tension test. A trend suggested that 5- and 6-in. diameter specimens give more realistic values of tensile strength and stiffness for mixes using large stones (larger than 1-in.). When larger diameter specimens are used, the results obtained from the resilient modulus and the indirect tension test are more representative of the behavior of the mixtures.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Testing and Evaluation
dc.description.volume23
dc.description.issue6
dc.description.page436-441
dc.description.codenJTEVA
dc.identifier.isiutNOT_IN_WOS
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