Pregled bibliografske jedinice broj: 998004
Feasibility of Agricultural Biomass Fly Ash Usage for Soil Stabilisation of Road Works
Feasibility of Agricultural Biomass Fly Ash Usage for Soil Stabilisation of Road Works // Materials, 12 (2019), 9; 1-12 doi:10.3390/ma12091375 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 998004 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Feasibility of Agricultural Biomass Fly Ash Usage for
Soil Stabilisation of Road Works
Autori
Barišić, Ivana ; Netinger Grubeša, Ivanka ; Dokšanović, Tihomir ; Marković, Berislav
Izvornik
Materials (1996-1944) 12
(2019), 9;
1-12
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
agricultural biomass ashes ; stabilized soil ; road construction ; strength ; elastic properties ; 3D digital image correlation technique
Sažetak
Agricultural biomass ash is a waste material produced by incineration of residue from fields after harvesting crops. The use of agricultural biomass in industry produces large quantities of ash that represent an ecological problem. Another ecological problem is the dependency of road building on natural materials, which has been traditionally used for all pavement layers. Today, roads are built on less accessible and suitable terrains, increasing the need for improving the mechanical characteristics of locally available materials by various means of stabilisation. Within this research, three agricultural biomass fly ashes are used as lime substitutes for hydraulically stabilised soil. The purpose of this research is evaluation of potential use of agricultural biomass fly ash for the soil stabilisation of road works, i.e., for embankment and subgrade purposes. The results indicate that there is a potential of using barley, sunflower seed shells and wheat fly ash as lime substitutes in the soil stabilisation of road works. The strength characteristics of stabilised soil incorporating biomass fly ash are highly dependent on its chemical composition. Using a three-dimensional digital image correlation technique, it is concluded that the elastic properties of stabilised soil correlate to a fracture mechanism that can be efficiently defined by this modern research tool.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek,
Sveučilište u Osijeku - Odjel za kemiju,
Fakultet za dentalnu medicinu i zdravstvo, Osijek
Profili:
Tihomir Dokšanović
(autor)
Ivana Barišić
(autor)
Berislav Marković
(autor)
Ivanka Netinger
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus