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undergraduate thesis
Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine
2024. urn:nbn:hr:157:604917
Krstinić, Maja
University of Rijeka
Faculty of Civil Engineering
Department of Hydraulic Engineering and Geotechnical Engineering
Chair of Geotechnical Engineering

Cite this document

Krstinić, M. (2024). Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:604917

Krstinić, Maja. "Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:604917

Krstinić, Maja. "Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:604917

Krstinić, M. (2024). 'Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 24 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:604917

Krstinić M. Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2024 [cited 2024 December 24] Available at: https://urn.nsk.hr/urn:nbn:hr:157:604917

M. Krstinić, "Analize razvoja nestabilnosti u umanjenom fizičkom modelu kosine", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:157:604917

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Metadata
TitleAnalize razvoja nestabilnosti u umanjenom fizičkom modelu kosine
Title (english)Analyses of the Development of Instability in a Downscaled Physical Slope Model
AuthorMaja Krstinić
MentorJosip Peranić (mentor)
Committee memberJosip Peranić (predsjednik povjerenstva)
Committee memberŽeljko Arbanas (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Hydraulic Engineering and Geotechnical Engineering)
(Chair of Geotechnical Engineering)
Rijeka
Defense date and country2024-09-25, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Ovaj rad analizira razvoj nestabilnosti u nožici umanjenog fizičkog modela kosine izloženog infiltraciji simulirane oborine i porastu razine podzemne vode. Platforma korištena za provedbu pokusa na umanjenom fizičkom modelu kosine nalazi se u Laboratoriju za geotehniku Građevinskog fakulteta u Rijeci. Na temelju dobivenih rezultata definirana je geometrija klizne plohe te su provedene analize stabilnosti korištenjem pojednostavljene Bishopove metode, za različite uvjete razine podzemne vode i parametara čvrstoće tla. Budući da sama metoda podrazumijeva iterativni pristup za izračunavanje faktora sigurnosti, postupak proračuna implementiran je u progamu Excel (Microsoft) a postupak i izrazi su detaljno prikazani u radu. Također, dana je teorijska osnova mogućih uzroka nastanka klizišta, neke osnovne klasifikacija klizišta, te kratak pregled metoda analize stabilnosti kosina. U praktičnom dijelu rada prikazane su osnovne karakteristike razmatranog pokusa u radu te su provedene analize stabilnosti s kratkom diskusijom i zaključcima.
Abstract (english)
This paper analyzes the development of instability in the slope of a reduced physical model exposed to infiltration from simulated rainfall and a rise in groundwater level. The platform used for conducting experiments on the reduced physical slope model is located at the Geotechnics Laboratory of the Faculty of Civil Engineering in Rijeka. Based on the obtained results, the geometry of the slip surface was defined, and stability analyses were carried out using the simplified Bishop's method, for various conditions of groundwater levels and soil strength parameters. Since the method itself involves an iterative approach to calculating the factor of safety, the calculation process was implemented in Excel (Microsoft), and the procedure and expressions are presented in detail in the paper. Additionally, the theoretical basis of possible causes of landslides, some basic landslide classifications, and a brief overview of slope stability analysis methods are provided. In the practical part of the paper, the basic characteristics of the experiment considered are presented, along with stability analyses, followed by a brief discussion and conclusions.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:604917
ProjectNumber: uniri-iskusni-tehnic-23-240
Title: Hidraulička karakterizacija tla korištenjem fizičkih i numeričkih modela kosina (HCPNM)
Acronym: HCPNM
Leader: Josip Peranić
Jurisdiction: Croatia
Funder: Sveučilište u Rijeci
ProjectNumber: IPL-256
Title: Istraživanje inicijacije klizišta infiltracijom kiše fizikalnim i numeričkim modeliranjem (IPL-256)
Title: Investigation of landslide initiation caused by rainfall infiltration using small-scale physical and numerical modeling (IPL-256)
Acronym: ILIRIM
Leader: Josip Peranić
Jurisdiction: Croatia
Funder: Građevinski fakultet u Rijeci
Study programmeTitle: University undergraduate study of Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni prvostupnik (baccalaureus) inženjer građevinarstva/sveučilišna prvostupnica (baccalaurea) inženjerka građevinarstva (sveučilišni prvostupnik (baccalaureus) inženjer građevinarstva/sveučilišna prvostupnica (baccalaurea) inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
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Created on2024-11-20 12:01:39