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master's thesis
Varijantna rješenja osiguranja građevne jame
2023. urn:nbn:hr:157:515178
Rukavina, Barbara
University of Rijeka
Faculty of Civil Engineering
Department of Hydraulic Engineering and Geotechnical Engineering
Chair of Geotechnical Engineering

Cite this document

Rukavina, B. (2023). Varijantna rješenja osiguranja građevne jame (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:515178

Rukavina, Barbara. "Varijantna rješenja osiguranja građevne jame." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:515178

Rukavina, Barbara. "Varijantna rješenja osiguranja građevne jame." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:515178

Rukavina, B. (2023). 'Varijantna rješenja osiguranja građevne jame', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 21 January 2025, https://urn.nsk.hr/urn:nbn:hr:157:515178

Rukavina B. Varijantna rješenja osiguranja građevne jame [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2023 [cited 2025 January 21] Available at: https://urn.nsk.hr/urn:nbn:hr:157:515178

B. Rukavina, "Varijantna rješenja osiguranja građevne jame", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:157:515178

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Metadata
TitleVarijantna rješenja osiguranja građevne jame
Title (english)Various Solutions for Excavation Pit Stabilization
AuthorBarbara Rukavina
MentorSanja Dugonjić Jovančević (mentor)
MentorMirko Grošić (komentor)
Committee memberMartina Vivoda Prodan (predsjednik povjerenstva)
Committee memberMirko Grošić (član povjerenstva)
Committee memberSanja Dugonjić Jovančević (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Hydraulic Engineering and Geotechnical Engineering)
(Chair of Geotechnical Engineering)
Rijeka
Defense date and country2023-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Izbor zaštite građevne jame od izuzetne je važnosti kako bi se osigurala sigurnost radnika, susjednih objekata i okoline tijekom izgradnje. Ovisno o specifičnim uvjetima gradilišta, geološkim uvjetima podloge, dubini jame i obližnjoj infrastrukturi, odabir pravilne metode zaštite građevne jame može biti ključan. Prilikom odabira metode zaštite građevne jame, potrebno je uzeti u obzir geotehničke karakteristike tla, dubinu jame, uvjete okoline, zahtjeve projekta, pravne i sigurnosne aspekte te ekonomsku izvedivost. Obično se provode konkretne analize kako bi se odabrala najprikladnija metoda zaštite jame za određeni projekt. Diplomski rad daje uvid u nekoliko varijantnih rješenja osiguranja građevne jame za koje je napravljen proračun temeljen na numeričkoj analizi, odnosno metodi konačnih elemenata. Varijantna rješenja čine čelične talpe, pilotska stijena i armiranobetonska dijafragma. Za sva su varijantna rješenja kreirani modeli u programskom paketu PLAXIS 2D, provedene analize naprezanja i deformacija i analize stabilnosti.
Abstract (english)
The selection of excavation support for a construction pit is of utmost importance to ensure the safety of workers, adjacent structures and the environment during construction. Depending on the specific construction site conditions, geological substrate conditions, pit depth, and nearby infrastructure, choosing the appropriate method of excavation support can be crucial. When selecting the excavation support method, geotechnical characteristics of the soil, pit depth, environmental conditions, project requirements, legal and safety aspects, as well as economic feasibility, need to be taken into account. Typically, detailed analyses are conducted to determine the most suitable excavation support method for a given project. This thesis provides insight into several solutions for securing the excavation pit, for which numerical analysis based on the finite element method has been performed. The alternative solutions include steel sheet piles, pile walls and reinforced concrete diaphragm walls. Models were created for all alternative solutions using the PLAXIS 2D software, and analyses of stresses, deformations, and stability were conducted.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:515178
ProjectNumber: UNIRI CLASS A3-21-6
Title: Unaprjeđenje modela stjecanja stručnih kompetencija učenjem uz rad kroz izradu diplomskog rada (GraDiS)
Acronym: GraDiS
Leader: Silvija Mrakovčić
Jurisdiction: Croatia
Funder: Sveučilište u Rijeci
Study programmeTitle: University graduate study of Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling of Structures, Structures, Transportation Engineering, Urban Engineering
Course: Geotechnical Engineering
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni magistar inženjer građevinarstva/sveučilišna magistra inženjerka građevinarstva (sveučilišni magistar inženjer građevinarstva/sveučilišna magistra inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
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Created on2023-10-20 06:45:06