Numerical modelling of physical experiments with passive pressure of unsaturated soils

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00452662" target="_blank" >RIV/68378297:_____/15:00452662 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21110/15:00320134

Výsledek na webu

<a href="http://www.icevirtuallibrary.com/doi/full/10.1680/ecsmge.60678.vol7.628" target="_blank" >http://www.icevirtuallibrary.com/doi/full/10.1680/ecsmge.60678.vol7.628</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1680/ecsmge.60678" target="_blank" >10.1680/ecsmge.60678</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical modelling of physical experiments with passive pressure of unsaturated soils

Popis výsledku v původním jazyce

It was at Prague's Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences in 1998 that basic research of earth/lateral pressure based on physical experiments and lately together with Czech Technical University in Prague also on numerical modelling was initiated and is still in progress there. The first research target is to prove a real soil mass behaviour and to do the theory more exact. The second one is to apply experimental results for numerical modelling and for developmentof an advanced software package SIFEL solving complex non-linear numerical models. The paper concentrates on double physical experiments (E5/0,1 and E6/0,1) with pressure at rest and passive pressure during wall rotation about the toe and their numerical modelling. The measurements from the both experiments exhibited almost the same results and therefore only the E6 experiment was selected for the numerical simulation. The nonlinear numerical simulation was performed with help of plasti

Název v anglickém jazyce

Numerical modelling of physical experiments with passive pressure of unsaturated soils

Popis výsledku anglicky

It was at Prague's Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences in 1998 that basic research of earth/lateral pressure based on physical experiments and lately together with Czech Technical University in Prague also on numerical modelling was initiated and is still in progress there. The first research target is to prove a real soil mass behaviour and to do the theory more exact. The second one is to apply experimental results for numerical modelling and for developmentof an advanced software package SIFEL solving complex non-linear numerical models. The paper concentrates on double physical experiments (E5/0,1 and E6/0,1) with pressure at rest and passive pressure during wall rotation about the toe and their numerical modelling. The measurements from the both experiments exhibited almost the same results and therefore only the E6 experiment was selected for the numerical simulation. The nonlinear numerical simulation was performed with help of plasti

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F08%2F1617" target="_blank" >GA103/08/1617: Pasivní boční tlak zrnitého vícefázového materiálu</a><br>

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the XVI ECSMGE. Geotechnical Engineering for Infrastructure and Development

ISBN

978-0-7277-6067-8

ISSN

—

e-ISSN

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Počet stran výsledku

6

Strana od-do

3977-3982

Název nakladatele

ICE Publishing

Místo vydání

London

Místo konání akce

Edinburgh

Datum konání akce

13. 9. 2015

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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