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Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach
Applied Sciences, 10 (2020), 17; 5733. https://doi.org/10.3390/app10175733
Jagodnik, Vedran; Kraus, Ivan; Ivanda, Sandi; Arbanas, Željko

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Jagodnik, V., Kraus, I., Ivanda, S. i Arbanas, Ž. (2020). Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach. Applied Sciences, 10. (17). doi: 10.3390/app10175733

Jagodnik, Vedran, et al. "Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach." Applied Sciences, vol. 10, br. 17, 2020. https://doi.org/10.3390/app10175733

Jagodnik, Vedran, Ivan Kraus, Sandi Ivanda i Željko Arbanas. "Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach." Applied Sciences 10, br. 17 (2020). https://doi.org/10.3390/app10175733

Jagodnik, V., et al. (2020) 'Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach', Applied Sciences, 10(17). doi: 10.3390/app10175733

Jagodnik V, Kraus I, Ivanda S, Arbanas Ž. Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach. Applied Sciences [Internet]. 19.08.2020. [pristupljeno 06.04.2025.];10(17). doi: 10.3390/app10175733

V. Jagodnik, I. Kraus, S. Ivanda i Ž. Arbanas, "Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach", Applied Sciences, vol. 10, br. 17, Kolovoz 2020. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:342704. [Citirano: 06.04.2025.]

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Naslov (engleski)Behaviour of Uniform Drava River Sand in Drained Condition—A Critical State Approach
AutorVedran Jagodnik
AutorIvan Kraus
AutorSandi Ivanda
AutorŽeljko Arbanas
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Numerous triaxial tests on sand and sand-like materials have been performed worldwide during the past several decades. Their results provided a development of the advanced soil constitutive models and laboratory testing devices, as well as the establishment of a worldwide database of different types of uniform sandy materials. From such research, the critical state and steady state theory has emerged as one of the most useful tool for the modelling of a soil behaviour. This paper presents the... Više results of static drained tests performed on the uniform Drava River sand from the Osijek region in Croatia. The main aim was to determine the shear behaviour and critical state, given that these characteristics are mostly unknown for the tested sand material. A series of detail triaxial tests were performed in drained conditions for three different initial relative densities, DR, and two different loading directions; e.g., axial compression and axial extension. In total, 18 drained tests were performed. The study indicated that the value of 33.75∘ is the critical friction angle for the tested sand. The relative density of 57% is determined as the critical relative density. Additionally, the study confirmed the difference in critical state for compression and extension loading. In addition, the results indicate that the sample preparation procedure has an important impact on the critical state of loosely prepared sandy samples. These results give the first insights into the behaviour of the Drava River sand, which can generally contribute to the worldwide sand behaviour knowledge base. Sakrij dio sažetka
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
Brojčani podacivol. 10, br. 17, 5733
BPC1650 CHF
e-ISSN2076-3417
DOIhttps://doi.org/10.3390/app10175733
URN:NBNurn:nbn:hr:157:342704
Datum objave publikacije2020-08-19
URL dokumentahttps://www.mdpi.com/2076-3417/10/17/5733
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2025-04-03 08:54:15
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