Sensitivity of soil structure interaction for NPP footing bottom on static and seismic loading

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Sensitivity of soil structure interaction for NPP footing bottom on static and seismic loading

Popis výsledku v původním jazyce

Paper is focused on the results of feasibility study of the safe foundation of nuclear power plant (NPP) in area with complicated subsoil conditions and subjected to seismic loading. The results presentation is divided into two parts. The first part concentrates on the static analytical evaluation of the foundations, which showed the necessity for subsoil improvement. Two methods were recommended, both guaranteeing acceptable settlement for static loading. The second more important part focuses on the numerical modelling of the soil structure interaction. Most of the soil properties were evaluated from the geotechnical ground investigation, however some of them were for the selected numerical model back calculated with respect to well approved analytical method of settlement calculation.

Název v anglickém jazyce

Sensitivity of soil structure interaction for NPP footing bottom on static and seismic loading

Popis výsledku anglicky

Paper is focused on the results of feasibility study of the safe foundation of nuclear power plant (NPP) in area with complicated subsoil conditions and subjected to seismic loading. The results presentation is divided into two parts. The first part concentrates on the static analytical evaluation of the foundations, which showed the necessity for subsoil improvement. Two methods were recommended, both guaranteeing acceptable settlement for static loading. The second more important part focuses on the numerical modelling of the soil structure interaction. Most of the soil properties were evaluated from the geotechnical ground investigation, however some of them were for the selected numerical model back calculated with respect to well approved analytical method of settlement calculation.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

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Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of 19th International Conference on Soil Mechanics and Geotechnical Engineering

ISBN

978-89-952197-5-1

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

1881-1884

Název nakladatele

Korean Geotechnical Society

Místo vydání

Soul

Místo konání akce

Soul

Datum konání akce

17. 9. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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