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undergraduate thesis
Laki beton visoke čvrstoće
završni rad
2014. urn:nbn:hr:123:341935
Gotovac, Ana
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Materials

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Gotovac, A. (2014). Laki beton visoke čvrstoće : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:341935

Gotovac, Ana. "Laki beton visoke čvrstoće : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2014. https://urn.nsk.hr/urn:nbn:hr:123:341935

Gotovac, Ana. "Laki beton visoke čvrstoće : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2014. https://urn.nsk.hr/urn:nbn:hr:123:341935

Gotovac, A. (2014). 'Laki beton visoke čvrstoće : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 19 April 2024, https://urn.nsk.hr/urn:nbn:hr:123:341935

Gotovac A. Laki beton visoke čvrstoće : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2014 [cited 2024 April 19] Available at: https://urn.nsk.hr/urn:nbn:hr:123:341935

A. Gotovac, "Laki beton visoke čvrstoće : 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:123:341935

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Metadata
TitleLaki beton visoke čvrstoće : završni rad
Title (english)Lightweight Concrete : Undergraduate Thesis
AuthorAna Gotovac
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 country2014-09-18, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract
Laki beton ima manju gustoću u odnosu na normalan beton. Smanjenje gustoće postiže se stvaranjem međuprostora između zrna krupnog agregata, stvaranjem pora u mortu ili upotrebom agregata s velikim sadržajem pora. 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 vrste betonskih mješavina. Prikazani su i analizirani rezultati ispitivanja lakog betona visoke čvrstoće u svježem i očvrslom stanju.
Abstract (english)
Lightweight concrete has a lower density compared to normal concrete. Reducing density is achived by creating a space between the grains of coarse aggregate, creating voids in the mortar or using the aggregates with a large content of pores. Lightweight aggregate concrete with expanded clay or slag, and the aggregate of natural origin, achive maximum strength. In the experimental part of the work 3 different types of concrete mixes were made. Results obtained by testing properties of fresh and hardened high – strenght lightweight concrete are presented and analysed.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:341935
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 on2016-11-23 11:00:47