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undergraduate thesis
Utjecaj podzemne vode na stabilnost kosina
2020. urn:nbn:hr:157:590736
Galić, Gorana
University of Rijeka
Faculty of Civil Engineering

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Galić, G. (2020). Utjecaj podzemne vode na stabilnost kosina (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:590736

Galić, Gorana. "Utjecaj podzemne vode na stabilnost kosina." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:157:590736

Galić, Gorana. "Utjecaj podzemne vode na stabilnost kosina." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:157:590736

Galić, G. (2020). 'Utjecaj podzemne vode na stabilnost kosina', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 16 March 2025, https://urn.nsk.hr/urn:nbn:hr:157:590736

Galić G. Utjecaj podzemne vode na stabilnost kosina [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2020 [cited 2025 March 16] Available at: https://urn.nsk.hr/urn:nbn:hr:157:590736

G. Galić, "Utjecaj podzemne vode na stabilnost kosina", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:157:590736

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Metadata
TitleUtjecaj podzemne vode na stabilnost kosina
Title (english)The Influence of groundwater on slope stability
AuthorGorana Galić
MentorSanja Dugonjić Jovančević (mentor)
MentorJosip Peranić (komentor)
Committee memberSanja Dugonjić Jovančević (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2020-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Pojave klizanja tla na padinama posljedica su sloma na određenim plohama ili zonama gdje posmična naprezanja zbog promjene opterećenja postanu veća od posmične čvrstoće tla. Najvažniji čimbenici pokretanja klizišta su oborine, infiltracija i promjena razine podzemne vode. U ovom radu opisani su utjecaji podzemnih voda poput pornog tlaka, hidrodinamičkih sila, tlaka vode i uzgona na stabilnost kosina. Kada su poznati uzroci klizanja i provjereni parametri, može se pristupiti projektiranju sanacije klizišta. Različitim mjerama sanacije moguće je smanjiti naprezanja i povećati posmičnu čvrstoću duž klizne plohe. Smanjenje razine podzemne vode izvedbom drenažnih elemenata jedan je od načina saniranja klizišta koji je detaljnije obrađen u ovom radu. Uspješnost provedenih mjera procjenjuje se provođenjem analiza stabilnosti.
Abstract (english)
Landslides on the slopes are consequence of the failure along shear plane or zone where, due to the increasing loads, shear stress becomes higher than the available shear strength. The most important landslide triggering factors are precipitation, infiltration and changes in groundwater level. In this work the influence of groundwater, such as pore pressure, hydromechanical forces, water pressure, and buoyancy are described. Only when the causes of the landslide are known and all the parameters have been determined, one can approach the design of remediation measures. Lowering of the groundwater level by installing different drainage elements is one possible approach for landslide rehabilitation, which is discussed in more details in this work. The success of implemented remediation measures is usually assessed by conducting slope stability analysis.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:590736
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 conditionsOpen access
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Created on2020-12-08 12:50:07