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undergraduate thesis
Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2019. urn:nbn:hr:157:158226
Zubić, Amalija
University of Rijeka
Faculty of Civil Engineering

Cite this document

Zubić, A. (2019). Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:158226

Zubić, Amalija. "Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:158226

Zubić, Amalija. "Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:158226

Zubić, A. (2019). 'Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 19 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:158226

Zubić A. Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2019 [cited 2024 April 19] Available at: https://urn.nsk.hr/urn:nbn:hr:157:158226

A. Zubić, "Mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:157:158226

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Metadata
TitleMehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase
Title (english)Mechanical and physical properties of different members of flysch rock mass
AuthorAmalija Zubić
MentorSanja Dugonjić Jovančević (mentor)
Committee memberSanja Dugonjić Jovančević (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2019-09-20, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
U ovom radu opisane su mehaniĉke i fiziĉke znaĉajke razliĉitih ĉlanova flišne stijenske mase. Provedena su laboratorijska i terenska ispitivanja na podruĉju sjeverne Istre kako bi se na osnovu dobivenih rezultata bolje razumjele karakteristike mekih stijena, ali i ukazalo na pouzdanost odreĊene metode ispitivanja vrlo sloţenog materijala kao što je fliš. Od terenskih ispitivanja provedena je procjena stupnja trošnosti stijenske mase u podnoţju Uĉke i dobiveno je da prevladavaju stupnjevi veće trošnosti. Na terenu su provedena i ispitivanja jednoosne tlaĉne ĉvrstoće pomoću geološkog i Schmidtovog ĉekića, dok je u laboratoriju proveden pokus opterećenja u toĉki (PLT metoda). Ispitivani su vapnenci, siltiti te pješĉenjaci, a dobiveni rezultati razlikuju se ovisno o primjenjivanoj metodi. U vrijednostima ĉvrstoće koje su dobivene pomoću Schmidtovog ĉekića prevladavaju manje vrijednosti od vrijednosti ĉvrstoće dobivene pokusom opterećenja u toĉki. Poznato je da je PLT pokus pouzdaniji te ukoliko se provodi na pravilan naĉin, propisan standardom moţe dati valjane rezultate. Prilikom ispitivanja Schmidtovim ĉekićem jednostavno se doĊe do pogreške zbog znaĉajki površine materijala stijene koja se ispituje te orijentacije ĉekića, odnosno sveukupnog naĉina njegovog korištenja.
Abstract (english)
This paper describes the mechanical and physical characteristics of the various members of the flysch rock mass. Laboratory and field tests were performed in the area of northern Istria in order to better understand the characteristics of soft rocks on the basis of the obtained results, as well as to indicate the reliability of a particular testing method for very complex material such as flysch. During field testing, an assessment of the rock mass weathering degree, at the foot of Uĉka mountain was performed and higher degrees of weathering were obtained. In the field, uniaxial compressive strength tests were carried out using a geological and Schmidt hammer, while a Point Load Test was performed in the laboratory (PLT method). Limestone, siltstone and sandstone were tested, and the obtained results differ depending on the used method. The strength values obtained with Schmidt hammer outweigh the smaller values than the strength obtained by the Point Load Test. It is known that the PLT experiment is more reliable and, if carried out properly, prescribed by the standard can give valid results. When tested with Schmidt hammer, an error simply occurs due to the surface characteristics of the rock material being tested and the orientation of the hammer, or the overall method application.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:158226
ProjectNumber: 18.06.2.1.01.
Title: Analiza stijenske mase i pojava nestabilnosti na kontaktu krša i fliša
Leader: Sanja Dugonjić Jovančević
Jurisdiction: Croatia
Funder: UNIRI
ProjectNumber: RC.2.2.06-0001
Title: Razvoj istraživačke infrastrukture na kampusu Sveučilišta u Rijeci
Leader: Nevenka Ožanić
Jurisdiction: Croatia
Funder: EFRR, MZO
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
RepositoryRepository of the University of Rijeka, Faculty of Civil Engineering
Created on2019-10-16 10:46:44

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