prikaz prve stranice dokumenta Strength properties of fly ash stabilized mixes
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Scientific paper - Original scientific paper
Strength properties of fly ash stabilized mixes
Road Materials and Pavement Design, 12 (2011), 3; 687-697. https://doi.org/10.1080/14680629.2011.9695266
Dimter, Sanja; Rukavina, Tatjana; Dragčević, Vesna

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Dimter, S., Rukavina, T. & Dragčević, V. (2011). Strength properties of fly ash stabilized mixes. Road Materials and Pavement Design, 12. (3), 687-697. doi: 10.1080/14680629.2011.9695266

Dimter, Sanja, et al. "Strength properties of fly ash stabilized mixes." Road Materials and Pavement Design, vol. 12, no. 3, 2011, pp. 687-697. https://doi.org/10.1080/14680629.2011.9695266

Dimter, Sanja, Tatjana Rukavina and Vesna Dragčević. "Strength properties of fly ash stabilized mixes." Road Materials and Pavement Design 12, no. 3 (2011): 687-697. https://doi.org/10.1080/14680629.2011.9695266

Dimter, S., Rukavina, T. and Dragčević, V. (2011) 'Strength properties of fly ash stabilized mixes', Road Materials and Pavement Design, 12(3), pp. 687-697. doi: 10.1080/14680629.2011.9695266

Dimter S, Rukavina T, Dragčević V. Strength properties of fly ash stabilized mixes. Road Materials and Pavement Design [Internet]. 2011 [cited 2024 December 25];12(3):687-697. doi: 10.1080/14680629.2011.9695266

S. Dimter, T. Rukavina and V. Dragčević, "Strength properties of fly ash stabilized mixes", Road Materials and Pavement Design, vol. 12, no. 3, pp. 687-697, 2011. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:586597. [Accessed: 25 December 2024]

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Metadata
Title (english)Strength properties of fly ash stabilized mixes
AuthorSanja Dimter
AuthorTatjana Rukavina
AuthorVesna Dragčević
Author's institutionUniversity of Zagreb
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
A laboratory investigation of the properties of cement-stabilized pavement base course materials consisting of sand from the river Drava stabilized by hydraulic binder made of cement and fly ash is presented. The goal of the investigation was to determine the influence of several factors on the compressive and indirect tensile strengths. The factors included: a change in the structure of the stabilized mixes, a change in the treatment temperature and the time used in the sample treatment. The hydraulic binder was prepared using different percentages of fly ash in the binder: 0% (control mix), 25%, 50%, and 75%. It was determined that the amount of fly ash strongly influences the strength of the stabilized mixes. Increasing the amount of fly ash in the binder leads to a decrease in the compressive and indirect tensile strengths.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleRoad Materials and Pavement Design
Numberingvol. 12, no. 3, pp. 687-697
p-ISSN1468-0629
e-ISSN1468-0629
DOIhttps://doi.org/10.1080/14680629.2011.9695266
URN:NBNurn:nbn:hr:133:586597
Publication2011
Document URLhttps://www.tandfonline.com/doi/abs/10.1080/14680629.2011.9695266
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2018-02-28 09:13:47