ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA

Leninger, Ivan

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WATERSIDE SLOPE STABILITY ANALYSIS UNDER SEIZMIC LOAD

Ivan Leninger (2017)

Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Geotechnics, Transportation and Geodesy
Chair of Geotechnics

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APA 6th Edition

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

MLA 8th Edition

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

Chicago 17th Edition

Harvard

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 22 August 2019, https://urn.nsk.hr/urn:nbn:hr:133:926538

Vancouver

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 2019 August 22] Available at: https://urn.nsk.hr/urn:nbn:hr:133:926538

IEEE

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

Cite this item: https://urn.nsk.hr/urn:nbn:hr:133:926538

Metadata

Title	ANALIZA STABILNOSTI POKOSA OBALE POD UTJECAJEM POTRESNOG OPTEREĆENJA
Title (english)	WATERSIDE SLOPE STABILITY ANALYSIS UNDER SEIZMIC LOAD
Author	Ivan Leninger
Mentor	Krunoslav Minažek (mentor)
Committee member	Želimir Ortolan (predsjednik povjerenstva)
Committee member	Krunoslav Minažek (član povjerenstva)
Committee member	Ivana Barišić (član povjerenstva)
Granter	Josip 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 country	2017-09-15, 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)
Language	croatian
URN:NBN	urn:nbn:hr:133:926538
Study programme	Title: Građevinarstvo; smjerovi: opći Study programme type: sveučilišni Study level: preddiplomski Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resource	Text
File origin	Born digital
Access conditions	Restricted access
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Created on	2017-11-17 09:43:21