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undergraduate thesis
Čvrstoća diskontinuiteta u stijenskoj masi
2021. urn:nbn:hr:157:441137
Papež, Andrija
University of Rijeka
Faculty of Civil Engineering

Cite this document

Papež, A. (2021). Čvrstoća diskontinuiteta u stijenskoj masi (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:441137

Papež, Andrija. "Čvrstoća diskontinuiteta u stijenskoj masi." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:157:441137

Papež, Andrija. "Čvrstoća diskontinuiteta u stijenskoj masi." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:157:441137

Papež, A. (2021). 'Čvrstoća diskontinuiteta u stijenskoj masi', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 12 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:441137

Papež A. Čvrstoća diskontinuiteta u stijenskoj masi [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2021 [cited 2024 November 12] Available at: https://urn.nsk.hr/urn:nbn:hr:157:441137

A. Papež, "Čvrstoća diskontinuiteta u stijenskoj masi", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:157:441137

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Metadata
TitleČvrstoća diskontinuiteta u stijenskoj masi
Title (english)Strength of Discontinuities in Rock Mass
AuthorAndrija Papež
MentorŽeljko Arbanas (mentor)
Committee memberŽeljko Arbanas (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2021-09-23, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
U ovom završnom radu definirati će se diskontinuiteti u stijenskoj masi,način njihova nastanka i opisa. Primarni fokus će biti na parametrima čvrstoće diskontinuiteta koji utječu na čvrstoću i deformabilnost stijenske mase. Navest će se i definirati tri ključna parametra za opis čvrstoće stijenke mase. Detaljno će biti razrađen utjecaj svakog pojedinog parametra. Također,biti će navedene i opisane metode i pokusi ispitivanja tih ključnih parametara. Nakon toga,analiziranim rezultatima će se dati zaključci dizajna koji proizlaze iz pokusa. Naposlijetku,definirati će se nestabilnosti diskontinuiteta,tj. vrste slomova koji se mogu javiti duž stijenskih pokosa. Kao dodatak,napravljeno je terensko ispitivanje na jednoj stijenskoj masi na kojoj se primjenom prethodno opisanih i definiranih parametara čvrstoće i opisa diskontinuiteta analizirala stijenska masa.
Abstract (english)
In this final paper, the discontinuities in the rock mass, the way of their formation and description will be defined. The primary focus will be on the discontinuity strength parameters that affect the strength and deformability of the rock mass. Three key parameters for describing the mass wall strength will be stated and defined. The impact of each individual parameter will be elaborated in detail. Also, the methods and experiments of testing these key parameters will be listed and described. After that, the analyzed results will be given the conclusions of the design that emerges from the experiment. Finally, the instabilities of the discontinuity will be defined, i.e. types of fractures that can occur along rock slopes. In addition, a field test was performed on a single rock mass on which the rock mass was analyzed using the previously described and defined strength parameters and the description of discontinuities.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:441137
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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2021-09-28 10:36:32