Elastic properties of fly ash-stabilized mixes | Zendy

Sanja Dimter | Zendy; Tatjana Rukavina | Zendy; Krunoslav Minažek | Zendy

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Elastic properties of fly ash-stabilized mixes

Author(s) -

Sanja Dimter,

Tatjana Rukavina,

Krunoslav Minažek

Publication year - 2015

Publication title -

data in brief

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.122

H-Index - 30

ISSN - 2352-3409

DOI - 10.1016/j.dib.2015.11.005

Subject(s) - fly ash , materials science , elastic modulus , elasticity (physics) , composite material , young's modulus , cement , asphalt concrete , asphalt , ultrasonic sensor , acoustics , physics

Stabilized mixes are used in the construction of bearing layers in asphalt and concrete pavement structures. Two nondestructive methods: resonant frequency method and ultrasonic pulse velocity method, were used for estimation of elastic properties of fly ash-stabilized mixes. Stabilized mixes were designed containing sand from the river Drava and binder composed of different share of cement and fly ash. The aim of the research was to analyze the relationship between the dynamic modulus of elasticity determined by different nondestructive methods. Data showed that average value of elasticity modulus obtained by the ultrasound velocity method is lower than the values of elasticity modulus obtained by resonant frequency method. For further analysis and enhanced discussion of elastic properties of fly ash stabilized mixes, see Dimter et al. [1].

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