Detail publikace

FROST RESISTANCE OF CONCRETE MADE WITH GYPSUM FREE CEMENT

BROŽOVSKÝ, J. KRATOCHVÍL, A. MARTINEC, P.

Originální název

FROST RESISTANCE OF CONCRETE MADE WITH GYPSUM FREE CEMENT

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Durability belongs to the most important concrete parameters. In case of cement-concrete wearing courses of roadways, we are speaking about concrete surface resistance to impact of frost and thawing alternation and to impact of applied defrosting chemicals. Owing to newly built cement-concrete roadway wearing courses, this parameter has been detected on 28th day after the concreting. For subsequent repairs, however, we cannot eliminate a situation, in which the built in concrete showing the strength parameters typical for the age of 1 or 3 days will be exposed to frost and to impact of defrosting chemicals during a period of less than 28 days. In repairs of cement-concrete wearing courses, concretes using gypsum free cements and representing the high performance types also are applicable.

Klíčová slova

frost durability, concrete, gypsumfree cement

Autoři

BROŽOVSKÝ, J.; KRATOCHVÍL, A.; MARTINEC, P.

Rok RIV

2007

Vydáno

1. 6. 2007

Nakladatel

CRACOW UNIVERSITY OF TECHNOLOGY, FACULTY OF CIVIL EMGINEERING, INSTITUTE OF BUILDING MATERIALS AND STRUCTURES

Místo

Krakov, Polsko

ISBN

978-83-7242-429-7

Kniha

The Fifth Conference on MATERIAL PROBLEMS IN CIVIL ENGINEERING MATBUD´2007

Edice

1

Číslo edice

1

Strany od

56

Strany do

62

Strany počet

7

BibTex

@inproceedings{BUT23132,
  author="Jiří {Brožovský} and Aleš {Kratochvíl} and Petr {Martinec}",
  title="FROST RESISTANCE OF CONCRETE MADE WITH GYPSUM FREE CEMENT",
  booktitle="The Fifth Conference on MATERIAL PROBLEMS IN CIVIL ENGINEERING MATBUD´2007",
  year="2007",
  series="1",
  number="1",
  pages="56--62",
  publisher="CRACOW UNIVERSITY OF TECHNOLOGY, FACULTY OF CIVIL EMGINEERING, INSTITUTE OF BUILDING MATERIALS AND STRUCTURES",
  address="Krakov, Polsko",
  isbn="978-83-7242-429-7"
}