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Shear strength of sand under different range of confining stresses using various shearing devices
U: Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. London: CRC Press, 2024. str. 1377-1382. https://doi.org/10.1201/9781003431749-252
Vivoda Prodan, M.; Peranić, J.; Jagodnik, V.; Marušić, D.; Štiberc, D.; Kamenar, N.; Arbanas, Ž.

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Vivoda Prodan, M., Peranić, J., Jagodnik, V., Marušić, D., Štiberc, D., Kamenar, N. i Arbanas, Ž. (2024). Shear strength of sand under different range of confining stresses using various shearing devices. Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society (str. 1377-1382). London: CRC Press. doi: 10.1201/9781003431749-252

Vivoda Prodan, M., et al. "Shear strength of sand under different range of confining stresses using various shearing devices." Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, CRC Press, 2024, str. 1377-1382. https://urn.nsk.hr/urn:nbn:hr:157:480565

Vivoda Prodan, M., J. Peranić, V. Jagodnik, D. Marušić, D. Štiberc, N. Kamenar i Ž. Arbanas. "Shear strength of sand under different range of confining stresses using various shearing devices." U Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, 1377-1382. London: CRC Press, 2024. https://urn.nsk.hr/urn:nbn:hr:157:480565

Vivoda Prodan, M., et al. (2024) 'Shear strength of sand under different range of confining stresses using various shearing devices' Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society London: CRC Press, str. 1377-1382. Preuzeto s: https://urn.nsk.hr/urn:nbn:hr:157:480565 (Datum pristupa: 31.03.2025.)

Vivoda Prodan M, Peranić J, Jagodnik V, Marušić D, Štiberc D, Kamenar N, i sur.. Shear strength of sand under different range of confining stresses using various shearing devices. Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. London: CRC Press; 2024. Str. 1377-1382. [pristupljeno 31.03.2025.] Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:480565

M. Vivoda Prodan, et al., "Shear strength of sand under different range of confining stresses using various shearing devices", Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society London: CRC Press, 2024, str. 1377-1382. [Online] Dostupno na: https://urn.nsk.hr/urn:nbn:hr:157:480565

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Podaci o radu
Naslov (engleski)Shear strength of sand under different range of confining stresses using various shearing devices
Naslov (francuski)Résistance au cisaillement du sable sous différentes plages de contraintes de confinement à l'aide de divers dispositifs de cisaillement
AutorM. Vivoda Prodan
AutorJ. Peranić
AutorV. Jagodnik
AutorD. Marušić
AutorD. Štiberc
AutorN. Kamenar
AutorŽ. Arbanas
Autorova ustanovaSveučilište u Rijeci
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Geotehnika
Sažetak (engleski)
Small-scale slope modelling is being conducted at the Faculty of Civil Engineering, University of Rijeka, to investigate various aspects of landslides triggered by rainfall, such as effects of initial soil moisture and soil hydraulic properties, the characteristics and patterns of rainfall on the hydro-mechanical response of slopes, and the physical processes and mechanisms driving the initiation and propagation of rainfall-induced landslides, as well as the effectiveness of various remediation measures. Understanding the test results of the physical slope model requires, among others, knowledge of the shear strength properties of the soil(s) forming the model. This study comprises a series of laboratory tests to investigate the shear strength of clean sand used as a base soil material for the construction of slope models. A series of laboratory shear tests were performed using conventional direct shear, triaxial and ring shear devices under a wide range of confining stresses, including low confining stresses typically present in 1g model tests. The strain-controlled tests were performed on sand samples installed at the same density conditions representative to the sand material used in the small-scale slope physical models and under stress conditions representative in small-scale and real slopes.
Sažetak (francuski)
Une modélisation des pentes à petite échelle est actuellement menée à la Faculté de génie civil de l'Université de Rijeka pour étudier divers aspects des glissements de terrain déclenchés par les précipitations, tels que l'effet de l'humidité initiale du sol et de ses propriétés hydrauliques, les caractéristiques et les régimes des précipitations sur le sol, la réponse hydromécanique des pentes et, les processus, les mécanismes physiques à l'origine de l'initiation et de la propagation des glissements de terrain induits par les précipitations, ainsi que l'efficacité des diverses mesures d'assainissement. Comprendre les résultats des tests du modèle physique de pente nécessite, entre autres, la connaissance des propriétés de résistance au cisaillement du ou des sols formant le modèle. Cette étude comprend une série d'essais en laboratoire visant à étudier la résistance au cisaillement du sable propre utilisé comme matériau de base pour la construction de modèles de pente. Une série d'essais de cisaillement en laboratoire ont été réalisés à l'aide de dispositifs conventionnels de cisaillement direct, triaxial et annulaire sous une large gamme de contraintes de confinement, y compris les faibles contraintes de confinement généralement présentes dans les essais sur modèle 1g. Les tests de déformation contrôlée ont été effectués sur des échantillons de sable installés dans les mêmes conditions de densité représentatives du matériau sableux utilisé dans les modèles physiques de pente à petite échelle et dans des conditions de contrainte représentatives des pentes à petite échelle et réelles.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Poglavlje u knjizi
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov knjigeGeotechnical Engineering Challenges to Meet Current and Emerging Needs of Society
Brojčani podacistr. 1377-1382
ISBN9781003431749 (online)
DOIhttps://doi.org/10.1201/9781003431749-252
URN:NBNurn:nbn:hr:157:480565
Datum objave publikacije2024-09-17
ProjektŠifra: ZIP-UNIRI-1500-1-22
Naziv (hrvatski): Istraživanje klizišta korištenjem uređaja za prstenasto smicanje
Naziv (engleski): Investigating landslides using ring shear apparatus
Voditelj: Martina Vivoda Prodan
Pravna nadležnost: Hrvatska
Financijer: Sveučilište u Rijeci
ProjektŠifra: uniri-mladi-tehnic-22-62
Naziv (hrvatski): Istraživanje klizišta uzrokovanih infiltracijom oborina korištenjem fizikalnih i numeričkih modela
Naziv (engleski): Investigation of rainfall-infiltration induced landslides using physical and numerical models
Kratica: KUIK-FNM
Voditelj: Josip Peranić
Pravna nadležnost: Hrvatska
Financijer: Sveučilište u Rijeci
ProjektŠifra: IPL-256
Naziv (hrvatski): Istraživanje inicijacije klizišta infiltracijom kiše fizikalnim i numeričkim modeliranjem (IPL-256)
Naziv (engleski): Investigation of landslide initiation caused by rainfall infiltration using small-scale physical and numerical modeling (IPL-256)
Kratica: ILIRIM
Voditelj: Josip Peranić
Pravna nadležnost: Hrvatska
Financijer: Građevinski fakultet u Rijeci
ProjektŠifra: IP-2018-01-1503
Naziv (hrvatski): Fizičko modeliranje ponašanja konstrukcija za sanaciju klizišta u uvjetima statičkih i seizmičkih djelovanja
Naziv (engleski): Physical modelling of landslide remediation constructions behaviour under static and seismic actions
Kratica: ModLandRemSS
Voditelj: Željko Arbanas
Pravna nadležnost: Hrvatska
Financijer: Hrvatska zaklada za znanost
ProjektŠifra: RC.2.2.06-0001
Naziv (hrvatski): Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Naziv (engleski): Research Infrastructure for Campus-based Laboratories at the University of Rijeka
Kratica: RISK
Voditelj: Nevenka Ožanić
Pravna nadležnost: eu
Financijer: Europska unija
URL dokumentahttps://www.taylorfrancis.com/books/9781003431749/chapters/10.1201/9781003431749-252
Vrsta resursaTekst
IzdavačCRC Press
Mjesto izdavanjaLondon
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje-Nekomercijalno-Bez prerada 4.0 međunarodna (CC BY-NC-ND 4.0)
Datum i vrijeme pohrane2025-03-24 16:27:19