Experimentally measurement and analysis of stress under foundation slab
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10237238" target="_blank" >RIV/61989100:27120/17:10237238 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.21660/2017.35.6694" target="_blank" >http://dx.doi.org/10.21660/2017.35.6694</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.21660/2017.35.6694" target="_blank" >10.21660/2017.35.6694</a>
Alternative languages
Result language
angličtina
Original language name
Experimentally measurement and analysis of stress under foundation slab
Original language description
Understanding of a load redistribution into subsoil below building foundation is an important knowledge for reliable design and its economy too. The article presents the results of a physical model of a foundation slab and its interaction with the subsoil. The interactions were investigated comprehensively by monitoring the developments of stress in the subsoil and foundation slab settlement during its loading. The load acting on the foundation was applied by strutting the hydraulic press against heavy steel frame which was established by the Department of Building Structures, Faculty of Civil Engineering of VSB -TU Ostrava for this purpose. The preparatory phase of the present experiment involved the homogenization of soil during which trio pressure cells in three horizons were gradually fitted. The quality of homogenization was checked on an ongoing basis through field tests: dynamic penetration load test, dynamic plate load test and seismic measurement of foundation slab response. Finally, the homogenized soil was subjected to mechanical analysis to determine the strength and deformation parameters for basic Mohr-Coulomb constitutive model.
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
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/GA16-08937S" target="_blank" >GA16-08937S: State of stress and strain of fiber reinforced composites in interaction with the soil environment</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
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 GEOMATE
ISSN
2186-2982
e-ISSN
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Volume of the periodical
13
Issue of the periodical within the volume
35
Country of publishing house
JP - JAPAN
Number of pages
8
Pages from-to
128-135
UT code for WoS article
000406909400020
EID of the result in the Scopus database
2-s2.0-85018321163