Determination of the deformation characteristics of the foam concrete as a sub-base

Foam concrete (FC) is utilizable in various fields of application in civil engineering practice. It's most often used as a leveling sub-base in the floors of the buildings or foundation structures or as a fill material in open spaces such as unused underground structures. Foam concrete contains...

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Bibliographic Details
Main Authors: Veronika Valaskova, Jozef Vlcek
Format: Article
Language:English
Published: JVE International 2020-11-01
Series:Journal of Vibroengineering
Subjects:
lwd
plt
Online Access:https://www.jvejournals.com/article/21108
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spelling doaj-bbb761202c244f91a220499dffdf59ad2021-02-14T20:40:42ZengJVE InternationalJournal of Vibroengineering1392-87162538-84602020-11-0123115616610.21595/jve.2020.2110821108Determination of the deformation characteristics of the foam concrete as a sub-baseVeronika Valaskova0Jozef Vlcek1Department of Structural Mechanics and Applied Mathematics, University of Zilina, Zilina, SlovakiaDepartment of Geotechnics, University of Zilina, Zilina, SlovakiaFoam concrete (FC) is utilizable in various fields of application in civil engineering practice. It's most often used as a leveling sub-base in the floors of the buildings or foundation structures or as a fill material in open spaces such as unused underground structures. Foam concrete contains void pores so it has much lower bulk density than regular concrete. Together with the saving of material inputs, physical and mechanical parameters and low thermal conductivity, it predestinates its use as a structural element of the structures such as sub-base layers. Strain modulus from the second load cycle is the common control parameter in the sub-base design. Some elements of conventional PLT equipment are not usable for foam concrete testing because of larger deflection radius due to the larger stiffness of foam concrete. When reliable relation between dynamic modulus and conventional strain modulus is determined, LWD testing can substitute the PLT test as a quick and simple method. This paper is the first approach to estimate this relation.https://www.jvejournals.com/article/21108deformation modulusfoam concretelwdpltstrain modulussub-base
collection DOAJ
language English
format Article
sources DOAJ
author Veronika Valaskova
Jozef Vlcek
spellingShingle Veronika Valaskova
Jozef Vlcek
Determination of the deformation characteristics of the foam concrete as a sub-base
Journal of Vibroengineering
deformation modulus
foam concrete
lwd
plt
strain modulus
sub-base
author_facet Veronika Valaskova
Jozef Vlcek
author_sort Veronika Valaskova
title Determination of the deformation characteristics of the foam concrete as a sub-base
title_short Determination of the deformation characteristics of the foam concrete as a sub-base
title_full Determination of the deformation characteristics of the foam concrete as a sub-base
title_fullStr Determination of the deformation characteristics of the foam concrete as a sub-base
title_full_unstemmed Determination of the deformation characteristics of the foam concrete as a sub-base
title_sort determination of the deformation characteristics of the foam concrete as a sub-base
publisher JVE International
series Journal of Vibroengineering
issn 1392-8716
2538-8460
publishDate 2020-11-01
description Foam concrete (FC) is utilizable in various fields of application in civil engineering practice. It's most often used as a leveling sub-base in the floors of the buildings or foundation structures or as a fill material in open spaces such as unused underground structures. Foam concrete contains void pores so it has much lower bulk density than regular concrete. Together with the saving of material inputs, physical and mechanical parameters and low thermal conductivity, it predestinates its use as a structural element of the structures such as sub-base layers. Strain modulus from the second load cycle is the common control parameter in the sub-base design. Some elements of conventional PLT equipment are not usable for foam concrete testing because of larger deflection radius due to the larger stiffness of foam concrete. When reliable relation between dynamic modulus and conventional strain modulus is determined, LWD testing can substitute the PLT test as a quick and simple method. This paper is the first approach to estimate this relation.
topic deformation modulus
foam concrete
lwd
plt
strain modulus
sub-base
url https://www.jvejournals.com/article/21108
work_keys_str_mv AT veronikavalaskova determinationofthedeformationcharacteristicsofthefoamconcreteasasubbase
AT jozefvlcek determinationofthedeformationcharacteristicsofthefoamconcreteasasubbase
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