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undergraduate thesis
Stabilnost kosina u stijenskoj masi
2019. urn:nbn:hr:237:819228
Veseljak, Maja
University of Zagreb
Faculty of Civil Engineering
Geotechnical Engineering

Cite this document

Veseljak, M. (2019). Stabilnost kosina u stijenskoj masi (Undergraduate thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:819228

Veseljak, Maja. "Stabilnost kosina u stijenskoj masi." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:237:819228

Veseljak, Maja. "Stabilnost kosina u stijenskoj masi." Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:237:819228

Veseljak, M. (2019). 'Stabilnost kosina u stijenskoj masi', Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, accessed 18 April 2024, https://urn.nsk.hr/urn:nbn:hr:237:819228

Veseljak M. Stabilnost kosina u stijenskoj masi [Undergraduate thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2019 [cited 2024 April 18] Available at: https://urn.nsk.hr/urn:nbn:hr:237:819228

M. Veseljak, "Stabilnost kosina u stijenskoj masi", Undergraduate thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:237:819228

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Metadata
TitleStabilnost kosina u stijenskoj masi
Title (english)Rock slope stability
AuthorMaja Veseljak
MentorMeho-Saša Kovačević (mentor)
Committee memberMarijan Car (predsjednik povjerenstva)
Committee memberMeho-Saša Kovačević (član povjerenstva)
Committee memberLovorka Librić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Geotechnical Engineering)
Zagreb
Defense date and country2019-09-24, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
U ovome završnom radu obrađuje se stabilnost pokosa te utjecaj različitih parametara na stabilnost pokosa. Objašnjena je geometrija planarnog sloma pokosa, parametri stijenske mase, opterećenja koja mogu djelovati na pokos te uvjeti podzemne vode. Dana su dva primjera proračuna analize stabilnosti planarnog stijenskog pokosa pomoću Microsoft Excel proračunskih tablica. U prvom primjeru analiziran je utjecaj parametara čvrstoće stijenske mase na faktor sigurnosti stijenskog pokosa. U drugom primjeru analiziran je utjecaj podzemne vode i nagiba pokosa na stabilnost pokosa.
Abstract (english)
This thesis deals with the rock slope stability and factors affecting the stability. The planar slope geometry, imposed loading and support, the rock properties and the water conditions are briefly explained. The two examples of rockslope stability are made using Microsoft Excel worksheet. In first example, the safety factor with varying rock strength parameters are analysed. In the second example, the safety factor varying groundwater conditions and failure plane angles are analysed.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:819228
Study programmeTitle: Civil Engineering
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 conditionsClosed access
Terms of useLicence In copyright icon
Created on2019-11-29 12:14:41