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undergraduate thesis
ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA
2017. urn:nbn:hr:133:926538
Leninger, Ivan
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

Leninger, I. (2017). ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA (Undergraduate thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:926538

Leninger, Ivan. "ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:926538

Leninger, Ivan. "ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:926538

Leninger, I. (2017). 'ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 20 July 2021, https://urn.nsk.hr/urn:nbn:hr:133:926538

Leninger I. ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2017 [cited 2021 July 20] Available at: https://urn.nsk.hr/urn:nbn:hr:133:926538

I. Leninger, "ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:133:926538

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Metadata
TitleANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA
Title (english)WATERSIDE SLOPE STABILITY ANALYSIS UNDER SEIZMIC LOAD
AuthorIvan Leninger
MentorKrunoslav Minažek (mentor)
Committee memberŽelimir Ortolan (predsjednik povjerenstva)
Committee memberKrunoslav Minažek (član povjerenstva)
Committee memberIvana Barišić (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 country2017-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Stabilnost pokosa uz prevenciju i sanaciju potencijalnih klizišta možemo smatrati kao jedne od temeljnih zadaća geotehnike. Proračun stabilnosti pokosa zahtjeva izuzetno temeljitu i detaljnu analizu jer potencijalni gubitak stabilnosti može ugroziti ljudske živote i izazvati veliku materijalnu štetu. U ovom radu opisan je problem stabilnosti pokosa riječne obale uslijed djelovanja dodatnog opterećenja uzrokovanog potresom. Proračun stabilnosti pokosa zadane obale proveden je u slučajevima kada se obala nalazi pod statičkim opterećenjem te u uvjetima kada je dodatno opterećena djelovanjem potresa. Provjera stabilnost na djelovanje potresa provedena je pseudostatičkom metodom za predviđeno potresno opterećenje te je dodatno provedena i deformacijske analize za određivanje trajnih deformacija nastalih uslijed djelovanja potresa. Prilikom provedbe analize stabilnosti obaloutvrde uočena je relacija između globalne stabilnosti i nivoa vode s kojom je obala opterećena.
Abstract (english)
Next to prevention and sanation of potential slopes slope stability can be considered as one of the fundamental tasks of geotechnics. Slope stability calculation requires extremely thorough and detailed analysis because the potential stability loss can endanger human lives and cause immense material damage. This paper describes the problem of slope stability of a riverbank due to additional load caused by an earthquake. The slope stability calculation of the given riverbank was made for the case in which the riverbank stays under the static load and for the case when it stays under additional load due to earthquake effects. The analysis of resistance on earthquake effects was performed by means of pseudostatic method for anticipated earthquake load. Additionally, the deformation analysis for the measurement of permanent deformations caused by earthquake effects was performed, too. While doing the revetment stability analysis it has been observed that there is a correlation between global stability and the water level of the water which loads the riverbank.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:926538
Study programmeTitle: Undergraduate university programme in civil engineering; specializations in: General course
Course: General course
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) 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 on2017-11-17 09:43:21