prikaz prve stranice dokumenta Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde
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master's thesis
Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde
2016. urn:nbn:hr:133:191361
Lucić, Matheo
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Geotechnics, Transportation and Geodesy
Chair of Geotechnics

Cite this document

Lucić, M. (2016). Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde (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:133:191361

Lucić, Matheo. "Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:191361

Lucić, Matheo. "Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:191361

Lucić, M. (2016). 'Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 23 January 2025, https://urn.nsk.hr/urn:nbn:hr:133:191361

Lucić M. Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2016 [cited 2025 January 23] Available at: https://urn.nsk.hr/urn:nbn:hr:133:191361

M. Lucić, "Analiza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:133:191361

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Metadata
TitleAnaliza utjecaja promjena vodostaja rijeke na stabilnosti pokosa obaloutvrde
Title (english)Analisys of influence of changes of water-level in river on stability of revetment slope
AuthorMatheo Lucić
MentorMensur Mulabdić (mentor)
MentorMarija Šperac (mentor)
Committee memberKrunoslav Minažek (predsjednik povjerenstva)
Committee memberMensur Mulabdić (član povjerenstva)
Committee memberMarija Šperac (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Geotechnics, Transportation and Geodesy)
(Chair of Geotechnics)
Osijek
Defense date and country2016-11-24, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Obrađen je problem analize stabilnosti pokosa projektirane obaloutvrde „Vukovar“ uz rijeku Dunav. Provedena je hidrološka analiza mjerenih vodostaja u svrhu definiranja mjerodavnih parametara vezanih za vodostaje bitnih za analizu stabilnosti pri naglom sniženju. Glavni cilj ovog rada bio je prikazati rezultate analize preraspodjele pornih tlakova i analize stabilnosti dvaju sličnih numeričkih modela obaloutvrde izrađenih kombinacijom programskih paketa SEEP/W i SLOPE/W te usporedba rezultata. Analize su izvršene prema metodi efektivnih naprezanja osnovanoj na potpuno uparenoj vremenskoj analizi procjeđivanja/naprezanja. Uspoređeni su rezultati proračunati korištenjem uobičajenih inženjerskih pretpostavki sa onima dobivenim hidrološkom analizom te su u zaključku dane preporuke za daljnje analize.
Abstract (english)
This work contains an elaboration of the slope stability analysis for the embankment „Vukovar“ designed along the Danube river. Water level measurements were analyzed in order to define critical water level related parameters relevant for the the rapid drawdown stability analysis. Combining software packages SEEP/W and SLOPE/W the pore-water pressure development analysis and the stability analysis of the embankment were shown and compared for two similar constructed numerical models which was the main objectiv of this work. The analysis were made using the effective stress method based on fully coupled transient seepage/stress analysis. The calculation results made by using frequent engineering assumptions were compared with results made by using the hydrological analysis parameters and recomendations for future analysis were given in the conclusion.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:191361
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Hydraulic 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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2016-11-30 15:46:24