Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62304178%3A_____%2F13%3A%230000013" target="_blank" >RIV/62304178:_____/13:#0000013 - isvavai.cz</a>

Alternative codes found

RIV/61989100:27120/13:86087212

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil

Original language description

For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Comlpexity of static solution is given mainly by selection of a computational model, effects of physical-nonlinearbehaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare the measured subsidence of the foundation in experiments of soil environment modelled by 3D finite elements. When 3Delements are used for 3D tasks, the final deformation is considerably influenced by the size of the modelled area which represents the subsoil and by boundary conditions.

Czech name

Influence of parameters of a 3D numerical models on deformation arising in interaction of a foundation structure and subsoil

Czech description

For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Comlpexity of static solution is given mainly by selection of a computational model, effects of physical-nonlinearbehaviour of such structure and co-effects of the upper structure and the foundation structure. The purpose of this paper is to compare the measured subsidence of the foundation in experiments of soil environment modelled by 3D finite elements. When 3Delements are used for 3D tasks, the final deformation is considerably influenced by the size of the modelled area which represents the subsoil and by boundary conditions.

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reological sliding joint with thermo-controlled viscoelastic properties</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2013

Confidentiality

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

Article name in the collection

Recent Advances in Urban Planning and Construction : proceedings of the 4th International Conference on Urban Sustainability

ISBN

978-960-474-352-0

ISSN

2227-4359

e-ISSN

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Number of pages

6

Pages from-to

119-124

Publisher name

WSEAS Press

Place of publication

Maďarsko

Event location

Budapešť

Event date

Dec 10, 2013

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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