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Scientific paper - Chapter in Book
Shear strength of sand under different range of confining stresses using various shearing devices
In: Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. London: CRC Press, 2024. pp. 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. & 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 (pp. 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, pp. 1377-1382. https://urn.nsk.hr/urn:nbn:hr:157:480565

Vivoda Prodan, M., J. Peranić, V. Jagodnik, D. Marušić, D. Štiberc, N. Kamenar and Ž. Arbanas. "Shear strength of sand under different range of confining stresses using various shearing devices." In 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, pp. 1377-1382. Available at: https://urn.nsk.hr/urn:nbn:hr:157:480565 (Accessed 02 April 2025)

Vivoda Prodan M, Peranić J, Jagodnik V, Marušić D, Štiberc D, Kamenar N, and 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. Pp. 1377-1382. [cited 2025 April 02] Available at: 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, pp. 1377-1382. [Online] Available at: https://urn.nsk.hr/urn:nbn:hr:157:480565

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Title (english)Shear strength of sand under different range of confining stresses using various shearing devices
Title (french)Résistance au cisaillement du sable sous différentes plages de contraintes de confinement à l'aide de divers dispositifs de cisaillement
AuthorM. Vivoda Prodan
AuthorJ. Peranić
AuthorV. Jagodnik
AuthorD. Marušić
AuthorD. Štiberc
AuthorN. Kamenar
AuthorŽ. Arbanas
Author's institutionUniversity of Rijeka
Faculty of Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract (english)
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.
Abstract (french)
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.
Keywords (english)
Languageenglish
Publication typeScientific paper - Chapter in Book
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Book titleGeotechnical Engineering Challenges to Meet Current and Emerging Needs of Society
Numberingpp. 1377-1382
ISBN9781003431749 (online)
DOIhttps://doi.org/10.1201/9781003431749-252
URN:NBNurn:nbn:hr:157:480565
Publication2024-09-17
ProjectNumber: ZIP-UNIRI-1500-1-22
Title (croatian): Istraživanje klizišta korištenjem uređaja za prstenasto smicanje
Title (english): Investigating landslides using ring shear apparatus
Leader: Martina Vivoda Prodan
Jurisdiction: Croatia
ProjectNumber: uniri-mladi-tehnic-22-62
Title (croatian): Istraživanje klizišta uzrokovanih infiltracijom oborina korištenjem fizikalnih i numeričkih modela
Title (english): Investigation of rainfall-infiltration induced landslides using physical and numerical models
Acronym: KUIK-FNM
Leader: Josip Peranić
Jurisdiction: Croatia
ProjectNumber: IPL-256
Title (croatian): Istraživanje inicijacije klizišta infiltracijom kiše fizikalnim i numeričkim modeliranjem (IPL-256)
Title (english): Investigation of landslide initiation caused by rainfall infiltration using small-scale physical and numerical modeling (IPL-256)
Acronym: ILIRIM
Leader: Josip Peranić
Jurisdiction: Croatia
ProjectNumber: IP-2018-01-1503
Title (croatian): Fizičko modeliranje ponašanja konstrukcija za sanaciju klizišta u uvjetima statičkih i seizmičkih djelovanja
Title (english): Physical modelling of landslide remediation constructions behaviour under static and seismic actions
Acronym: ModLandRemSS
Leader: Željko Arbanas
Jurisdiction: Croatia
ProjectNumber: RC.2.2.06-0001
Title (croatian): Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Title (english): Research Infrastructure for Campus-based Laboratories at the University of Rijeka
Acronym: RISK
Leader: Nevenka Ožanić
Jurisdiction: eu
Document URLhttps://www.taylorfrancis.com/books/9781003431749/chapters/10.1201/9781003431749-252
Type of resourceText
PublisherCRC Press
Publishing placeLondon
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) icon
Created on2025-03-24 16:27:19