prikaz prve stranice dokumenta Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures
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Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures
Applied sciences (Basel), 11 (2021), 11; 4750. https://doi.org/10.3390/app11114750
Zvonarić, Matija; Barišić, Ivana; Galić, Mario; Minažek, Krunoslav

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Zvonarić, M., Barišić, I., Galić, M. i Minažek, K. (2021). Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures. Applied sciences (Basel), 11. (11). doi: 10.3390/app11114750

Zvonarić, Matija, et al. "Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures." Applied sciences (Basel), vol. 11, br. 11, 2021. https://doi.org/10.3390/app11114750

Zvonarić, Matija, Ivana Barišić, Mario Galić i Krunoslav Minažek. "Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures." Applied sciences (Basel) 11, br. 11 (2021). https://doi.org/10.3390/app11114750

Zvonarić, M., et al. (2021) 'Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures', Applied sciences (Basel), 11(11). doi: 10.3390/app11114750

Zvonarić M, Barišić I, Galić M, Minažek K. Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures. Applied sciences (Basel) [Internet]. 2021. [pristupljeno 08.01.2025.];11(11). doi: 10.3390/app11114750

M. Zvonarić, I. Barišić, M. Galić i K. Minažek, "Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures", Applied sciences (Basel), vol. 11, br. 11, 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:133:208077. [Citirano: 08.01.2025.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:133:208077
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Podaci o radu
Naslov (engleski)Influence of Laboratory Compaction Method on Compaction and Strength Characteristics of Unbound and Cement-Bound Mixtures
AutorMatija Zvonarić
AutorIvana Barišić
AutorMario Galić
AutorKrunoslav Minažek
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
During road construction, granular materials for the unbound base course (UBC) and cement-bound base course (CBC) are mostly compacted by vibratory rollers. A widespread laboratory test for determining the optimal moisture content (OMC) and maximum dry density (MDD) of the mixture for installation in UBC and CBC is the Proctor test. Considering that the Proctor test does not produce any vibrations during compaction, this paper compares the Proctor test and the vibrating hammer test. The examination was conducted on UBC and CBC with varying cement content and aggregate types. All mixtures were compacted by both methods with the aim of determining the compaction and strength characteristics. The results indicated the high comparability of the two test methods for mixtures with natural aggregate in terms of MDD, OMC, density and strength characteristics (California bearing ratio (CBR) for UBC and 28- day compressive strength for CBC). For mixtures with higher cement content, the OMC difference depending on the laboratory compaction method used can be significant, so the laboratory compaction method should be chosen carefully, particularly for moisture-susceptible materials. This paper also reveals that by increasing the proportion of rubber in the mixture, the compaction and strength characteristics differ significantly due to the compaction method. Therefore, when using alternative and insufficiently researched materials, the compaction method should also be chosen carefully.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaApplied sciences (Basel)
Brojčani podacivol. 11, br. 11, 4750
BPC2000,00 CHF
e-ISSN2076-3417
DOIhttps://doi.org/10.3390/app11114750
URN:NBNurn:nbn:hr:133:208077
Datum objave publikacije2021
ProjektŠifra: UIP-2019-04-8195
Naziv (hrvatski): Cementom stabilizirani nosivi slojevi s otpadnom gumom za održive kolnike
Naziv (engleski): Cement stabilized base courses with waste rubber for sustainable pavements
Kratica: RubSuPave
Voditelj: Ivana Barišić
Pravna nadležnost: Hrvatska
Financijer: Hrvatska zaklada za znanost
Linija financiranja: Installation Research Projects
URL dokumentahttps://www.mdpi.com/2076-3417/11/11/4750
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2024-12-04 13:43:01