EXPERIMENTAL MEASUREMENTS MODEL OF PILE, SLAB AND RAFT FOUNDATION

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86090998" target="_blank" >RIV/61989100:27120/14:86090998 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.2478/tvsb-2014-0017" target="_blank" >http://dx.doi.org/10.2478/tvsb-2014-0017</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.2478/tvsb-2014-0017" target="_blank" >10.2478/tvsb-2014-0017</a>

Result language
angličtina
Original language name
EXPERIMENTAL MEASUREMENTS MODEL OF PILE, SLAB AND RAFT FOUNDATION
Original language description
Calculation of bearing capacity and settlement of pile foundation is usually based on the premise that all loads from the top of the building are transmitted by only piles. The influence of the adjacent connecting structures that are in contact with theground (pile cap, slab, block, belt, etc..) is usually neglected. Contribution for the slab connected with head piles was tested on equipment STAND, within the Civil Engineering Faculty, Technical University in Ostrava. The course of the experiment and the results of load tests are presented in this paper.
Czech name
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Czech description
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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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Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical
Transactions of the VŠB - Technical University of Ostrava
ISSN
1804-4824
e-ISSN
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Volume of the periodical
14
Issue of the periodical within the volume
2
Country of publishing house
PL - POLAND
Number of pages
9
Pages from-to
101-109
UT code for WoS article
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EID of the result in the Scopus database
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