Pregled bibliografske jedinice broj: 1124008
Effect of Rubber Treatment on Compressive Strength and Modulus of Elasticity of Self-Compacting Rubberized Concrete
Effect of Rubber Treatment on Compressive Strength and Modulus of Elasticity of Self-Compacting Rubberized Concrete // IRC 2021 X. International research conference proceedings
Pariz, Francuska, 2021. str. 131-134 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1124008 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Effect of Rubber Treatment on Compressive
Strength
and Modulus of Elasticity of Self-Compacting
Rubberized Concrete
Autori
Miličević, I. ; Hadzima Nyarko, M. ; Bušić, R. ; Simonović Radosavljević, J. ; Prokopijević, M. ; Vojisavljević, K.
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
IRC 2021 X. International research conference proceedings
/ - , 2021, 131-134
Skup
International Conference on Advanced Construction Materials (ICACM 2021)
Mjesto i datum
Pariz, Francuska, 19.04.2021. - 20.04.2021
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Compressive strength, modulus of elasticity, NaOH treatment, rubber aggregate, self-compacting rubberized concrete, scanning electron microscope analysis.
Sažetak
This paper investigates the effects of different treatment methods of rubber aggregates for self-compacting concrete (SCC) on compressive strength and modulus of elasticity. SCC mixtures with 10% replacement of fine aggregate with crumb rubber by total aggregate volume and with different aggregate treatment methods were investigated. The rubber aggregate was treated in three different methods: dry process, water-soaking, and NaOH treatment plus water soaking. Properties of SCC in a fresh and hardened state were tested and evaluated. Scanning electron microscope (SEM) analysis of three different SCC patches was made and discussed. It was observed that applying the proposed NaOH plus water soaking method resulted in the improvement of fresh and hardened concrete properties. It resulted in a more uniform distribution of rubber particles in the cement matrix, a better bond between rubber particles and the cement matrix, and higher compressive strength of SCC rubberized concrete.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
--UIP-2017-05-7113 - Razvoj armiranobetonskih elemenata i sustava s otpadnim prahom automobilskih guma (ReCoTiP) (Miličević, Ivana) ( CroRIS)
Ustanove:
Građevinski i arhitektonski fakultet Osijek