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master's thesis
Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2022. urn:nbn:hr:157:104723
Tomljanović, Ante
University of Rijeka
Faculty of Civil Engineering
Department of Hydraulic Engineering and Geotechnical Engineering
Chair of Geotechnical Engineering

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

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Tomljanović, A. (2022). Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:104723

Tomljanović, Ante. "Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:157:104723

Tomljanović, Ante. "Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:157:104723

Tomljanović, A. (2022). 'Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 29 June 2024, https://urn.nsk.hr/urn:nbn:hr:157:104723

Tomljanović A. Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2022 [cited 2024 June 29] Available at: https://urn.nsk.hr/urn:nbn:hr:157:104723

A. Tomljanović, "Analiza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:157:104723

Metadata
TitleAnaliza utjecaja gabionske potporne konstrukcije na stabilnost kosine u umanjenom modelu
Title (english)Analysis of the Influence of Gabion Support Structure on Slope Stability in a Scaled Slope Model
AuthorAnte Tomljanović
MentorŽeljko Arbanas (mentor)
MentorJosip Peranić (komentor)
Committee memberMartina Vivoda Prodan (predsjednik povjerenstva)
Committee memberJosip Peranić (član 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 country2022-11-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Prema Crudenu klizište se definira kao pomicanje mase stijena, krhotina ili zemlje niz padinu. Do klizanja tla dolazi kada se poremeti njegova stabilnosti, a mogu je prouzročiti prirodne pojave ili čovjek svojim djelovanjem. Takve pojave klizanja tla su učestale, vrlo opasne te prouzrokuju velike materijalne štete i ljudske žrtve diljem svijeta. Zadatak ovog diplomskog rada je utvrditi kako mjere sanacije utječu na stabilnost klizišta provedbom laboratorijskih ispitivanja umanjenog fizičkog modela klizišta. Ovakvim ispitivanjima dobivamo korisne podatke o klizištima i načinima na koje možemo provoditi sanacije kosina na kojima bi se potencijalno moglo pojaviti klizanje tla. Preko brojnih senzora ugrađenih u model saznajemo na koji se način mijenjaju vlažnost i porni tlakovi u modelu. Temeljem analize tih podataka možemo promatrati razlike u ponašanju modela na kojem su provedene mjere sanacije u odnosu na model na kojem to nije učinjeno.
Abstract (english)
According to Cruden, a landslide is defined as the movement of a mass of rock, debris or soil down a slope. Land slippage occurs when its stability is disturbed, and it can be caused by natural phenomena or by human action. Such occurrences of landslides are frequent, very dangerous and cause great material damage and human casualties all over the world. The task of this thesis is to determine how rehabilitation measures affect the stability of the landslide by conducting laboratory tests of a reduced physical model of the landslide. Through these tests, we get useful information about landslides and the ways in which we can carry out rehabilitation of slopes where landslides could potentially occur. Through numerous sensors built into the model, we find out how humidity and pore pressures change in the model. Based on the analysis of these data, we can observe the differences in the behavior of the model on which rehabilitation measures were implemented compared to the model on which this was not done.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:104723
ProjectNumber: IP-2018-01-1503
Title: Fizičko modeliranje ponašanja konstrukcija za sanaciju klizišta u uvjetima statičkih i seizmičkih djelovanja
Title: Physical modelling of landslide remediation constructions behaviour under static and seismic actions
Acronym: ModLandRemSS
Leader: Željko Arbanas
Jurisdiction: Croatia
Funder: HRZZ
Funding stream: IP
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Geotechnical Engineering
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 conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2022-12-12 11:43:33