prikaz prve stranice dokumenta Analiza stabilnosti nasute brane
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master's thesis
Analiza stabilnosti nasute brane
2024. urn:nbn:hr:133:524525
Jelović, Marina
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Hydrotechnics and Environmental Protection

Cite this document

Jelović, M. (2024). Analiza stabilnosti nasute brane (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:524525

Jelović, Marina. "Analiza stabilnosti nasute brane." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:524525

Jelović, Marina. "Analiza stabilnosti nasute brane." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:524525

Jelović, M. (2024). 'Analiza stabilnosti nasute brane', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 04 April 2025, https://urn.nsk.hr/urn:nbn:hr:133:524525

Jelović M. Analiza stabilnosti nasute brane [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2025 April 04] Available at: https://urn.nsk.hr/urn:nbn:hr:133:524525

M. Jelović, "Analiza stabilnosti nasute brane", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:524525

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Metadata
TitleAnaliza stabilnosti nasute brane
Title (english)Stability analysis of embankment dam
AuthorMarina Jelović
MentorŽeljko Šreng (mentor)
MentorKrunoslav Minažek (komentor)
Committee memberLidija Tadić (predsjednik povjerenstva)
Committee memberŽeljko Šreng (član povjerenstva)
Committee memberKrunoslav Minažek (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Hydrotechnics and Environmental Protection)
Osijek
Defense date and country2024-06-20, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Hydrotechnology
Abstract
U okviru ovog diplomskog rada provedena su laboratorijska ispitivanja kojima se pratilo procjeđivanje kroz modele nasute brane manjeg mjerila, s ciljem analiziranja stabilnosti takvih objekata. Izgrađena su dva modela homogene brane nagiba pokosa 1:1,3 i 1:2, koristeći riječni (dravski) pijesak poznate granulacije. Svi model izgrađeni su na nepropusnoj podlozi. Za provedbu ovih ispitivanja korišten je fizikalni model HM 169 kojim se regulirala brzina punjenja rezervoara i visina gornje vode pri čemu se pratilo formiranje procjedne linije. Na temelju dobivenih podataka izrađeni su numerički modeli koristeći računalni program GeoStudio 2024.1.0. Pomoću Seep/W analize simulirano je procjeđivanje vode kroz tijelo brane kroz točno određeno vrijeme te su tako dobiveni porni tlakovi korišteni kao ulazni parametri za Slope/W analizu, kako bi se mogla analizirati stabilnost pokosa, potencijalne klizne plohe i pripadajući faktori sigurnosti. Model s nagibom pokosa 1:2, što je ujedno i preporuka za izgradnju ovakvih objekata, pokazao je izdržljivost i mogućnost da se odupre postavljenim uvjetima, dok se kod modela sa strmijim nagibom pokosa (1:1,3) javio slom. Kako bi i drugi model zadovoljio stabilnost, poduzete su dodatne mjere u vidu ojačanja modela geotekstilom te je i takva situacija modelirana u računalnom programu GeoStudio 2024.1.0.
Abstract (english)
In this study, laboratory tests were conducted to monitor seepage through the small-scale embankment dam model, with the aim of analyzing the stability of such structures. Two models of homogeneous dams with slopes of 1:1.3 and 1:2 were constructed using river (Drava) sand of known grain size. All models were built on an impermeable base. The HM 169 physical model was used for these tests, regulating the reservoir filling rate and the upstream water level while monitoring the formation of the seepage line. Based on the obtained data, numerical models were created using the GeoStudio 2024.1.0 software. The Seep/W analysis simulated water seepage through the dam body over a specified period, and the resulting pore pressures were used as input parameters for the Slope/W analysis to analyze the slope stability, potential slip surfaces, and corresponding safety factors. The model with a 1:2 slope, which is recommended for the construction of such structures, demonstrated resilience and the ability to withstand the set conditions, whereas the model with a steeper slope (1:1.3) experienced failure. To ensure the stability of the second model, additional measures were taken by reinforcing the model with geotextile, and this scenario was also modeled using the GeoStudio 2024.1.0 software.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:524525
Study programmeTitle: University Graduate Studies of Civil Engineering; specializations in: Hydraulic Engineering, Bearing structures, Course of Construction management and technology, Transport Infrastructure
Course: Hydraulic Engineering
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/a magistar/magistra inženjer građevinarstva (sveučilišni/a magistar/magistra inženjer građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-06-25 06:39:21