Pregled bibliografske jedinice broj: 905903
Pervious concrete mix optimization for sustainable pavement solution
Pervious concrete mix optimization for sustainable pavement solution // Energy Management of Municipal Transportation Facilities and Transport - EMMFT 2017
Bristol: IOP Publishing, 2017. 012091, 6 doi:10.1088/1755-1315/90/1/012091 (pozvano predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Pervious concrete mix optimization for sustainable
pavement solution
Autori
Barišić, Ivana ; Galić, Mario ; Netinger Grubeša, Ivanka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Energy Management of Municipal Transportation Facilities and Transport - EMMFT 2017
/ - Bristol : IOP Publishing, 2017
Skup
Conference on Energy Management of Municipal Transportation Facilities and Transport (EMMFT)
Mjesto i datum
Khabarovsk, Ruska Federacija, 10.04.2017. - 13.04.2017
Vrsta sudjelovanja
Pozvano predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Pervious concrete ; Pavement ; Composition ; Optimization
Sažetak
In order to fulfill requirements of sustainable road construction, new materials for pavement construction are investigated with the main goal to preserve natural resources and achieve energy savings. One of such sustainable pavement material is pervious concrete as a new solution for low volume pavements. To accommodate required strength and porosity as the measure of appropriate drainage capability, four mixtures of pervious concrete are investigated and results of laboratory tests of compressive and flexural strength and porosity are presented. For defining the optimal pervious concrete mixture in a view of aggregate and financial savings, optimization model is utilized and optimal mixtures defined according to required strength and porosity characteristics. Results of laboratory research showed that comparing single- sized aggregate pervious concrete mixtures, coarse aggregate mixture result in increased porosity but reduced strengths. The optimal share of the coarse aggregate turn to be 40.21%, the share of fine aggregate is 49.79% for achieving required compressive strength of 25 MPa, flexural strength of 4.31 MPa and porosity of 21.66%.
Izvorni jezik
Engleski
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Conference Proceedings Citation Index - Science (CPCI-S)
- Scopus