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master's thesis
Posmično ponašanje krupnozrnatih tala
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2015. urn:nbn:hr:157:359789
Puniš, Ugo
University of Rijeka
Faculty of Civil Engineering

Cite this document

Puniš, U. (2015). Posmično ponašanje krupnozrnatih tala (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:359789

Puniš, Ugo. "Posmično ponašanje krupnozrnatih tala." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:359789

Puniš, Ugo. "Posmično ponašanje krupnozrnatih tala." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:359789

Puniš, U. (2015). 'Posmično ponašanje krupnozrnatih tala', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 18 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:359789

Puniš U. Posmično ponašanje krupnozrnatih tala [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2015 [cited 2024 April 18] Available at: https://urn.nsk.hr/urn:nbn:hr:157:359789

U. Puniš, "Posmično ponašanje krupnozrnatih tala", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2015. Available at: https://urn.nsk.hr/urn:nbn:hr:157:359789

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Metadata
TitlePosmično ponašanje krupnozrnatih tala
Title (english)Shear behaviour of coarse-grained soils
AuthorUgo Puniš
MentorŽeljko Arbanas (mentor)
MentorVedran Jagodnik (komentor)
Committee memberSanja Dugonjić Jovančević
Committee memberLeo Matešić
Committee memberŽeljko Arbanas
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2015-07-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Heterogeni nekoherentni zrnati materijali sa značajnim udjelom šljunka imaju široku upotrebu pri izgradnji različitih nasipa, poboljšanju svojstava temeljnog tla i temeljenja. Poznavanje ponašanja takvih materijala, uključujući njihovu čvrstoću i deformabilnost, potreban je za praktičnu upotrebu. Za potrebe ovog rada provedeno je ukupno 15 pokusa u urežđaju za direktno smicanje s smičnim okvirom dimenzija 30 x 30cm, kako bi se istražilo ponašanje krupnozrnatog materijala: mješavina šljunka i pijeska. Ovaj rad fokusira se na posmičnom ponašanju materijala, utvrđživanju dilatativnog ponašanja: da li postoji i pokušati ga kvantificirati. Provedeno je pet serija ispitivanja na različitim kombinacijama mješavina odnosa šljunka i pijeska, a svaka serija pokusa provedena je pri tri različita vertikalna naprezanja. Kao rezultati pokusa prikazani su minimalni, maksimalni i kritični koeficijenti pora, normalizirane krivulje naprezanja, promjene visine uzorka tokom pokusa, normalne konsolidacijske linije i linije kritičnih stanja, vršni i kritični kut trenja te kut dilatancije. Uređžaj za izravno smicanje korišten u pokusima je jedan od rijetkih urežđaja u Hrvatskoj i šire. Njegova dobava omogućena je pomoću EU fonda iz Projekta „Razvoj istraživačke infrastrukture na Kampusu Sveučilišta u Rijeci”. Kao sastavni dio rada priložen je Dodatak A u kojem je opisan postupak provožđenja pokusa, a njegova namjera je da služi kao priručnik za korištenje uređžaja.
Abstract (english)
Heterogenous, non-cohesive materials, with significant amount of gravel are quite commonly used in construction of embankments, for improvement of foundation soil properties and foundation works. Understanding the behaviour of such materials, including their strength and deformation characteristics, is necessary for practical applications. For the purpose of this work a total of 15 direct shear tests on a large direct shear-box apparatus have been conducted, to investigate behaviour of coarse-grained materials: mixtures of gravel and sand. The focus of this work is on shear behaviour of material, its dilatancy: does it exist and try to quantify it. Five series of tests were conducted on different sand-gravel mixtures. Every series was conducted with three different vertical stress levels. Minimal, maximal and critical void ratio, normalized stress curves, changes in specimen height, normal consolidation lines and critical state lines, peak and critical friction angles and dilatancy angle are shown as test results. Direct shear apparatus used in tests is one of rarest in Croatia and wider. The financial help of EU fond from Project „Razvoj istraživačke infrastrukture na Kampusu Sveučilišta u Rijeci” enabled the acquisition of the apparatus. As a part of this work in Appendix A standard test procedure is described, and its purpose is to serve as apparatus test manual.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:359789
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Geotechnical Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra 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 on2016-02-26 17:12:24

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