Analysis of model foundation slab focused on strain gauge measurement b
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86098339" target="_blank" >RIV/61989100:27120/16:86098339 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Analysis of model foundation slab focused on strain gauge measurement b
Original language description
Interaction analysis between foundation structure and subsoil and related assessment of stress in the subsoil and internal forces in foundation structure are discussed in research conferences and scientific journals in the long term. Since 2012 research team at Faculty of civil engineering VSB - TU Ostrava has tested a few slabs with dimensions 2 x 2 m with thickness from 0.12 to 0.2 m. Complex testing comprises measurement of slab deformations, stress in the subsoil and measurement of stress in foundation slab using strain gauges. Slabs were made of plain concrete, reinforced concrete, pre-stressed concrete and fibre concrete. In the paper there are particular test results of stress measured in the foundation structure made of fibre concrete using strain gauges. Measured stresses are compared with stresses calculated using simplified soil-structure interaction model.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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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
International Journal of Theoretical and Applied Mechanics 2016. Volume 1
ISSN
2367-8992
e-ISSN
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Volume of the periodical
1
Issue of the periodical within the volume
1
Country of publishing house
CY - CYPRUS
Number of pages
10
Pages from-to
1-10
UT code for WoS article
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EID of the result in the Scopus database
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