3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10235789" target="_blank" >RIV/61989100:27120/17:10235789 - isvavai.cz</a>

Result on the web

<a href="http://dx.doi.org/10.21660/2017.35.6689" target="_blank" >http://dx.doi.org/10.21660/2017.35.6689</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.21660/2017.35.6689" target="_blank" >10.21660/2017.35.6689</a>

Result language

angličtina

Original language name

3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab

Original language description

For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Complexity of a static solution is given mainly by selection of a computational model, effects of physical-nonlinear behaviour of such structure and co-effects of the upper structure and the foundation structure. ). Input data for numerical analysis were observed experimental loading test of steel-fibre reinforced concrete slab. The loading was performed using unique experimental equipment which was constructed in the area Faculty of Civil Engineering, VŠB-TU Ostrava. Homogeneous half-space this takes no account and calculated settlement is strongly dependent on the size of the subsoil model, as parametric study demonstrated. The modulus of deformability changes continuously, depending on the depth, in the inhomogeneous half-space. Values calculated by 3D numerical model were compared with values measured during the loading test of steel-fibre concrete slab.

Czech name

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Czech description

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Type

J_SC - Article in a specialist periodical, which is included in the SCOPUS database

CEP classification

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OECD FORD branch

20101 - Civil engineering

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)

Publication year

2017

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

International Journal of GEOMATE

ISSN

2186-2982

e-ISSN

—

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

120-127

UT code for WoS article

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EID of the result in the Scopus database

2-s2.0-85018287522