prikaz prve stranice dokumenta Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona
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master's thesis
Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona
2018. urn:nbn:hr:157:617451
Mazor, Marino
University of Rijeka
Faculty of Civil Engineering

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Mazor, M. (2018). Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:617451

Mazor, Marino. "Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:617451

Mazor, Marino. "Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:617451

Mazor, M. (2018). 'Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 25 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:617451

Mazor M. Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 April 25] Available at: https://urn.nsk.hr/urn:nbn:hr:157:617451

M. Mazor, "Utjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:617451

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Metadata
TitleUtjecaj granulometrijskog sastava agregata na fizikalno – mehanička svojstva betona
Title (english)The effect of aggregate grading on physical and mehanical properties of concrete
AuthorMarino Mazor
MentorGojko Balabanić (mentor)
Committee memberIvica Kožar (predsjednik povjerenstva)
Committee memberNeira Torić Malić (član povjerenstva)
Committee memberGojko Balabanić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2018-03-07, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Basic Technical Sciences
Materials
Abstract
Beton je složeni građevinski materijal koji zauzima sve veću ulogu u današnjem svijetu, a posebno građevinarstvu. Sastavljen je od cementa, agregata, vode i aditiva. Provedena su ispitivanja svježeg i očvrslog betona u 6 različitih mješavina. Ulazni podaci za ispitivanja i projektiranje betona bile su dvije različite granulometrijske krivulje – kontinuirana i diskontinuirana te vodocementni omjeri: 0,5, 0,55 i 0,6. Cement je u radu predstavljao konstantu pa su tako frakcije i omjer vode bile varijable. Ispitivanja provedena na svježem betonu su ispitivanja: konzistencije, gustoće i sadržaja zraka. Ispitivanja provedena na očvrsnulom betonu, a radi ispitivanja mehaničko - fizikalnih svojstava betona su ispitivanja: tlačne čvrstoće betona, vlačne čvrstoće i prodora vode kroz uzorak. Prema analizi ispitivanja kontinuirana granulometrijska krivulja dala je veće čvrstoće na tlačna i vlačna naprezanja te veću otpornost na prodor vode od diskontinuirane krivulje. Povećanjem vodocementnoga omjera u svim primjerima došlo je do smanjivanja mehaničkih i fizikalnih svojstava betona.
Abstract (english)
Concrete is a complex building material used more often than ever before, with main purpose on construction sites. It is made of cement, aggregates, water and additives. We made 6 tests on fresh and hardened concrete. Input data for tests and concrete design were two aggregat gradings – continuous and discontinuous. Watercement ratio was 0,5; 0,55 and 0,6 while cement ratio was constant during mixtures, meaning watercement ratio and aggregate gradings were variables. Tests conducted on fresh concrete are tests of consistency, density and air content. Tests conducted on hardened concrete are tests of tensile strength, compressive strength and water penetration. Based on examination made on materials, continuous aggregat grading had better resistence on tensile strength, compressive strength and water penetration than discontinuous aggregate grading. Watercement ratio is a factor that was reducing mehanical and physical conditions in all examinations by enlarging.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:617451
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Urban 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
Created on2018-03-14 13:30:34