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Strength Properties of Fly Ash Stabilized Mixes (CROSBI ID 174503)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Dimter, Sanja ; Rukavina, Tatjana ; Dragčević, Vesna Strength Properties of Fly Ash Stabilized Mixes // Road materials and pavement design, 12 (2011), 3; 687-697. doi: 10.3166/rmpd.12.687-697

Podaci o odgovornosti

Dimter, Sanja ; Rukavina, Tatjana ; Dragčević, Vesna

engleski

Strength Properties of Fly Ash Stabilized Mixes

A laboratory investigation of the properties of cement-stabilized pavement base course materials consisting of sand from the river Drava stabilized by hydraulic binder made of cement and fly ash is presented. The goal of the investigation was to determine the influence of several factors on the compressive and indirect tensile strengths. The factors included: a change in the structure of the stabilized mixes, a change in the treatment temperature and the time used in the sample treatment. The hydraulic binder was prepared using different percentages of fly ash in the binder: 0% (control mix), 25%, 50%, and 75%. It was determined that the amount of fly ash strongly influences the strength of the stabilized mixes. Increasing the amount of fly ash in the binder leads to a decrease in the compressive and indirect tensile strengths.

fly ash stabilized mixes; cement-stabilized base; compressive strength; indirect tensile strength

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Podaci o izdanju

12 (3)

2011.

687-697

objavljeno

1468-0629

10.3166/rmpd.12.687-697

Povezanost rada

Građevinarstvo

Poveznice
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