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undergraduate thesis
Laki beton
završni rad
2014. urn:nbn:hr:123:527018
Radmilo, Ivan
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Materials

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Radmilo, I. (2014). Laki beton : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:527018

Radmilo, Ivan. "Laki beton : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2014. https://urn.nsk.hr/urn:nbn:hr:123:527018

Radmilo, Ivan. "Laki beton : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2014. https://urn.nsk.hr/urn:nbn:hr:123:527018

Radmilo, I. (2014). 'Laki beton : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 17 April 2024, https://urn.nsk.hr/urn:nbn:hr:123:527018

Radmilo I. Laki beton : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2014 [cited 2024 April 17] Available at: https://urn.nsk.hr/urn:nbn:hr:123:527018

I. Radmilo, "Laki beton : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2014. Available at: https://urn.nsk.hr/urn:nbn:hr:123:527018

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Metadata
TitleLaki beton : završni rad
Title (english)Lightweight Concrete : Undergraduate Thesis
AuthorIvan Radmilo
MentorSandra Juradin (mentor)
Committee memberSandra Juradin (predsjednik povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Materials)
Split
Defense date and country2014-09-04, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract
Laki betoni u odnosu na normalne betone imaju manju gustoću, a takva manja gustoća postiže se stvaranjem međuprostora između zrna krupnog agregata, stvaranjem pora u mortu ili upotrebom agregata sa velikim sadržajem pora. Zbog manje gustoće uglavnom posjeduju manje čvrstoće, a najveće čvrstoće postižu lakoagregatni betoni s agregatom od ekspandirane pečene gline ili zgure, te s agregatom prirodnog porijekla. U eksperimentalnom dijelu rada napravljene su 3 različite mješavine samozbijajućeg lakog agregata s dodatkom metakaolina te prirodnog i drobljenog agregata. Prikazani su i analizirani rezultati ispitivanja u svježem i očvrslom stanju.
Abstract (english)
Lightweight concrete compared to normal concretes have a lower density, and such smaller density is achieved by creating a space between the grains of coarse aggregate, creating voids in the mortar or using aggregates with large pores. Due to the lower density they generally have lower strength and maximum strength is achived using aggregates of expanded baked clay or slag or the aggregate of natural origin. In the experimental part of work there were made 3 different blends of selfcompacting lightweight aggregate with the addition of metakaolin and natural and crushed aggregate. Results and analysis are presented in fresh and hardend state.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:527018
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 conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet : Građevinski materijali
Created on2016-12-14 09:59:46