Possibilities to forecast the frost resistance of constructional concrete

Nagrockienė, Džigita; Kičaitė, Asta; Mačiulaitis, Romualdas

Use this url to cite publication: https://hdl.handle.net/20.500.14911/136037

Possibilities to forecast the frost resistance of constructional concrete

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos tarptautinės konferencijos medžiagoje / Article in peer-reviewed Lithuanian international conference proceedings (P1e)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Author	Affiliation
Nagrockienė, Džigita	Statybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safety (0257)
Kičaitė, Asta	Statybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safety (0257)
Mačiulaitis, Romualdas	Statybinių medžiagų ir gaisrinės saugos katedra / Department of Building Materials and Fire Safety (0257)

Title

Possibilities to forecast the frost resistance of constructional concrete

[en]

D. Nagrockienė, A. Kičaitė, R. Mačiulaitis

Is part of

Modern building materials, structures and techniques[elektroninis išteklius] : proceedings of the 8th international conference, held on May 19-22, 2004 Vilnius, Lithuania [CD]

Published In

Year	Start Page	End Page
2004	1	4

Publisher

Vilnius : Technika, 2004

Extent

p. 1-4

URI

URI
https://hdl.handle.net/20.500.14911/136037

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Abstract (en)

Discrepancy of frost resistance parameters of constructional concrete obtained by different standard methods is once again demonstrated in the paper by comparative investigations. Possibilities to forecast the service frost resistance of constructional concrete according to structural parameters are analysed. The possibility to predict the service frost resistance of constructional concretes according to structural parameters is proved by the reliable empirical equation.