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undergraduate thesis
Ispitivanje intaktne stijene u PLT uređaju
2021. urn:nbn:hr:157:528503
Vučinović, Iva
University of Rijeka
Faculty of Civil Engineering

Cite this document

Vučinović, I. (2021). Ispitivanje intaktne stijene u PLT uređaju (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:528503

Vučinović, Iva. "Ispitivanje intaktne stijene u PLT uređaju." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:157:528503

Vučinović, Iva. "Ispitivanje intaktne stijene u PLT uređaju." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:157:528503

Vučinović, I. (2021). 'Ispitivanje intaktne stijene u PLT uređaju', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 07 May 2024, https://urn.nsk.hr/urn:nbn:hr:157:528503

Vučinović I. Ispitivanje intaktne stijene u PLT uređaju [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2021 [cited 2024 May 07] Available at: https://urn.nsk.hr/urn:nbn:hr:157:528503

I. Vučinović, "Ispitivanje intaktne stijene u PLT uređaju", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:157:528503

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Metadata
TitleIspitivanje intaktne stijene u PLT uređaju
Title (english)Intact rock PLT testing
AuthorIva Vučinović
MentorSanja Dugonjić Jovančević (mentor)
MentorJosip Peranić (komentor)
Committee memberSanja Dugonjić Jovančević (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2021-07-12, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Tlačna čvrstoća intaktne stijene je jedan od parametara koji je od najvećeg interesa za geotehničku struku. Ispitivanja u laboratoriju su ispitivanja koja daju precizne rezultate i procjene tlačne čvrstoće jer su provedena u skladu s normom koju propisuje ISRM (International Society for Rock Mechanics). U ovome radu provedeno je laboratorijsko ispitivanje 23 uzoraka vapnenca, Poin Load Testom testom. 6 ih je ispitano dijametralnim testom, 4 aksijalnim te 13 testom nepravilnih uzoraka. Dobivene su vrijednosti UCS-a (uniaxial/unconfined compressive strength) te indeksa čvrstoće u točki za svaki od triju provedenih testova.
Abstract (english)
Compressive strength is one of the parameters that is of big interest for geotechnical field of study. Testing in the laboratory is giving more precize results and estimations of compressive strength because the testing is conducted in consideration with the standard that gave the ISRM (International Society for Rock Mechanics). It more afformadle and more precise in estimating compressive strength of intact rock, unlike in situ testing. A laboratory testing has been conducted on 23 samples of limestone using the PLT test. 6 of the samples has been used for diametral test, 4 for the axial test and 13 for the irregular lump test. The results that were obtained were UCS (uniaxial/unconfined compressive strength) and also Point Load Strength index for each of the three tests that have been made.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:528503
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 on2021-07-19 10:15:46