Experimental and numerical analysis of interaction between subsoil and post-ensioned slab-on-ground
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A10237639" target="_blank" >RIV/61989100:27120/16:10237639 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.11113/jt.v78.8530" target="_blank" >http://dx.doi.org/10.11113/jt.v78.8530</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.11113/jt.v78.8530" target="_blank" >10.11113/jt.v78.8530</a>
Alternative languages
Result language
angličtina
Original language name
Experimental and numerical analysis of interaction between subsoil and post-ensioned slab-on-ground
Original language description
The paper presents the process of a static load test on post-tensioned concrete industrial floor model in the first part and a numerical model of this task in the second part. The experimental model was designed as a cutout of a post-tensioned concrete industrial floor and the static load test was conceived as a simulation by loading the base plate of a heavy rack. The described static load test was part of a series of experiments focused on the problematics of interaction between concrete structures and subsoil and was realized at the Faculty of Civil Engineering, VŠB –Technical University of Ostrava.
Czech name
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Jurnal teknologi
ISSN
0127-9696
e-ISSN
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Volume of the periodical
78
Issue of the periodical within the volume
5-4
Country of publishing house
MY - MALAYSIA
Number of pages
5
Pages from-to
23-27
UT code for WoS article
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EID of the result in the Scopus database
2-s2.0-84968764431