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BROŽOVSKÝ, J.
Original Title
Influence of Moisture of Light-Weight Concrete Containing Lightweight Expanded Clay Aggregate on Test Results Obtained by Means of Impact Hammer
Type
journal article - other
Language
English
Original Abstract
Properties of light-weight concrete congaing lightweight expanded clay aggregate differ from the ones of normal-weight concrete containing natural normal-weight aggregate. Particularly, when compared with natural normal-weight aggregate, these differences are due to lightweight aggregate being characterized by significantly lower strength and bulk weight as well as higher absorptivity. Properties of expanded clay lightweight aggregate influence the ones of light-weight concrete, too. Parameters obtained by means of Schmidt impact hammer non-destructive testing are influenced by series of factors, among others also concrete moisture. Moisture of light-weight concrete containing lightweight aggregate influences rebound number of Schmidt impact hammer. As to Schmidt impact hammer type N (2.25 Nm impact energy), rebound number on dry concrete exceeds the one on waterlogged concrete by 21 %. Correction coefficients for rebound number correction were defined taking into account moisture of light-weight concrete under testing.
Keywords
light-weight concrete, impact hammer, rebound number, moisture
Authors
RIV year
2013
Released
31. 8. 2013
Publisher
Trans Tech Publications Ltd.
Location
Švýcarsko
ISBN
1022-6680
Periodical
Advanced Materials Research
Year of study
753-755
Number
8
State
Swiss Confederation
Pages from
663
Pages to
667
Pages count
5
BibTex
@article{BUT99883, author="Jiří {Brožovský}", title="Influence of Moisture of Light-Weight Concrete Containing Lightweight Expanded Clay Aggregate on Test Results Obtained by Means of Impact Hammer", journal="Advanced Materials Research", year="2013", volume="753-755", number="8", pages="663--667", issn="1022-6680" }