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master's thesis
Probabilističke analize stabilnosti klinastog sloma
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2023. urn:nbn:hr:237:738365
Horvat, Emma
University of Zagreb
Faculty of Civil Engineering
Geotechnical Engineering

Institutional repository: Repository of the Faculty of Civil Engineering, University of Zagreb

Cite this document

Horvat, E. (2023). Probabilističke analize stabilnosti klinastog sloma (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:738365

Horvat, Emma. "Probabilističke analize stabilnosti klinastog sloma." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:237:738365

Horvat, Emma. "Probabilističke analize stabilnosti klinastog sloma." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:237:738365

Horvat, E. (2023). 'Probabilističke analize stabilnosti klinastog sloma', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 26 July 2024, https://urn.nsk.hr/urn:nbn:hr:237:738365

Horvat E. Probabilističke analize stabilnosti klinastog sloma [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2023 [cited 2024 July 26] Available at: https://urn.nsk.hr/urn:nbn:hr:237:738365

E. Horvat, "Probabilističke analize stabilnosti klinastog sloma", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:237:738365

Metadata
TitleProbabilističke analize stabilnosti klinastog sloma
Title (english)Probabilistic analyzes of wedge fialure stability
AuthorEmma Horvat
MentorLovorka Librić (mentor)
Committee memberMeho-Saša Kovačević (predsjednik povjerenstva)
Committee memberMario Bačić (član povjerenstva)
Committee memberLovorka Librić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Geotechnical Engineering)
Zagreb
Defense date and country2023-09-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Diskontinuiteti i njegove karakteristike imaju najvažniju ulogu u mogućnosti pojave sloma te njihov nagib i smjer nagiba mogu formirati različite vrste slomova. Neki od tih vrsta slomova su ravni, klinasti, rotacijski i slom prevrtanjem. U ovom diplomskom prikazana je problematika klinastog sloma za čije formiranje su potrebne dvije ravnine sloma koje se sijeku. Razlikujemo dva pristupa proračuna stabilnosti kosina, deterministički i probabilistički. Deterministički pristup kao rezultat daje faktor sigurnosti koji mora biti veći ili jednak jedan kako bi neku kosinu proglasili stabilnom, a parametri u proračunu su jednoznačno određeni, dok to nije slučaj za probabilistički pristup. Vjerojatnost pojave sloma uz parametre koji variraju za određenu standardnu devijaciju, te uz postavljeni relativni minimum, maksimum i srednju vrijednosti rezultat je probabilističkog pristupa. Na kraju rada pomoću programa SWedge iz programskog paketa Rocseince prikazati će pet različitih slučajeva utjecaja prisutnosti kohezije, vanjskog opterećenja, vode i potresa na stabilnost kosine koristeći probabilističku analizu.
Abstract (english)
Discontinuities and their characteristics play the most important role in the possibility of failure, and their inclination and direction of inclination can form different types of failures. Some of these types of failure are plane, wedge, rotational and rollover failure. This thesis presents the issue of wedge failure, the formation of which requires two intersecting failure planes. We distinguish between two approaches to calculating slope stability, deterministic and probabilistic. As a result, the deterministic approach gives a safety factor that must be greater than or equal to one in order to declare a slope stable, and the parameters in the calculation are unambiguously determined, while this is not the case for the probabilistic approach. The probability of failure with parameters that vary by a certain standard deviation, and with set relative minimum, maximum and mean values is the result of a probabilistic approach. At the end of the work, using the SWedge program from the Rocseince software package, five different cases of the influence of the presence of cohesion, external load, water and earthquakes on slope stability will be presented using probabilistic analysis.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:738365
Study programmeTitle: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures
Course: Construction Management
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsClosed access
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Created on2023-10-25 09:58:05