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Pregled bibliografske jedinice broj: 1222754

Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model


Jagodnik, Vedran; Arbanas, Željko
Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model // Sustainability, 14 (2022), 19; 12797, 25 doi:10.3390/su141912797 (međunarodna recenzija, članak, znanstveni)


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Naslov
Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model

Autori
Jagodnik, Vedran ; Arbanas, Željko

Izvornik
Sustainability (2071-1050) 14 (2022), 19; 12797, 25

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
uniform sand ; low confining stress ; strain-controlled ; cyclic triaxial test

Sažetak
Earthquakesareoneofthemainlandslide- triggeringfactors.Earthquakesinducecyclic shear stresses and strains in soil and raise pore water pressure, degrading soil strength towards slope failure. Slopes on which shallow landslides can form due to geological conditions are most susceptible to such failures, mainly because of low confining stress. Effective confining stress has a significant role on soil response during static and cyclic loading. Under low confining stress, soil exhibits dilatant behaviour and can degrade rapidly under cyclic loading. This paper presents the results of undrained and drained cyclic triaxial tests on uniform sandy soil material used for modelling small-scale shallow landslides under 1g conditions. Based on the scaling laws for a model in 1g conditions, the frequencies of straining amplitudes for strain- controlled cyclic triaxial tests were defined. Undrained and drained cyclic triaxial tests on the type of sand used in small-scale landslide models were performed. The sandy samples had been previously consolidated at low confining stress corresponding to the values present in the shallow landslides used as the prototype. The influences of loading frequency and low confining stress on sand behaviour were investigated, and simple models for pore pressure build-up and volumetric strain on sand behaviour were proposed. These simple models can be used to estimate increasing pore water pressure and volumetric strain due to cyclic loading at low confining stress for frequencies lower than 1 Hz. The proposed models show good correlation with the data obtained in the laboratory test.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
HRZZ-IP-2018-01-1503 - Fizičko modeliranje ponašanja konstrukcija za sanaciju klizišta u uvjetima statičkih i seizmičkih djelovanja (ModLandRemSS) (Arbanas, Željko, HRZZ - 2018-01) ( CroRIS)
NadSve-uniri-tehnic-18-113 - Laboratorijska istraživnja statičkog i cikličkog ponašanja tla pri pokretanju klizišta (Jagodnik, Vedran, NadSve ) ( CroRIS)

Ustanove:
Građevinski fakultet, Rijeka

Profili:

Avatar Url Željko Arbanas (autor)

Avatar Url Vedran Jagodnik (autor)

Poveznice na cjeloviti tekst rada:

Pristup cjelovitom tekstu rada doi www.mdpi.com

Citiraj ovu publikaciju:

Jagodnik, Vedran; Arbanas, Željko
Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model // Sustainability, 14 (2022), 19; 12797, 25 doi:10.3390/su141912797 (međunarodna recenzija, članak, znanstveni)
Jagodnik, V. & Arbanas, Ž. (2022) Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model. Sustainability, 14 (19), 12797, 25 doi:10.3390/su141912797.
@article{article, author = {Jagodnik, Vedran and Arbanas, \v{Z}eljko}, year = {2022}, pages = {25}, DOI = {10.3390/su141912797}, chapter = {12797}, keywords = {uniform sand, low confining stress, strain-controlled, cyclic triaxial test}, journal = {Sustainability}, doi = {10.3390/su141912797}, volume = {14}, number = {19}, issn = {2071-1050}, title = {Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model}, keyword = {uniform sand, low confining stress, strain-controlled, cyclic triaxial test}, chapternumber = {12797} }
@article{article, author = {Jagodnik, Vedran and Arbanas, \v{Z}eljko}, year = {2022}, pages = {25}, DOI = {10.3390/su141912797}, chapter = {12797}, keywords = {uniform sand, low confining stress, strain-controlled, cyclic triaxial test}, journal = {Sustainability}, doi = {10.3390/su141912797}, volume = {14}, number = {19}, issn = {2071-1050}, title = {Cyclic Behaviour of Uniform Sand in Drained and Undrained Conditions at Low Confining Stress in Small-Scale Landslide Model}, keyword = {uniform sand, low confining stress, strain-controlled, cyclic triaxial test}, chapternumber = {12797} }

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • Social Science Citation Index (SSCI)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus


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