Testing and modelling of concrete pile foundations

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10237634" target="_blank" >RIV/61989100:27120/17:10237634 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.738.287" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.738.287</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.738.287" target="_blank" >10.4028/www.scientific.net/KEM.738.287</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Testing and modelling of concrete pile foundations

Popis výsledku v původním jazyce

Foundations of building on concrete piles are often used when it is necessary to carry the load into larger depth than by common foundation. Bearing capacity of piles or piled raft foundation is wide area to research. This paper deals with experimental load test of concrete pile and with their numerical modelling. Several types of foundation construction were tested and two kinds will be presented and compared in this paper-reinforced concrete foundation slab and raft foundation (made of reinforced concrete foundation slab supported by drilled reinforced concrete pilot). These types of foundation structures were constructed as models, in a reduced scale, approx. 1:10. The size had to be adjusted due to limited capacity of the testing equipment and financial reasons. Deformations of the adjacent terrain was measured besides testing of the foundation behaviour. The aim of this paper is to compare behaviour of the rigid slab and the piled raft. Test results are then compared with results from numerical modelling.

Název v anglickém jazyce

Testing and modelling of concrete pile foundations

Popis výsledku anglicky

Foundations of building on concrete piles are often used when it is necessary to carry the load into larger depth than by common foundation. Bearing capacity of piles or piled raft foundation is wide area to research. This paper deals with experimental load test of concrete pile and with their numerical modelling. Several types of foundation construction were tested and two kinds will be presented and compared in this paper-reinforced concrete foundation slab and raft foundation (made of reinforced concrete foundation slab supported by drilled reinforced concrete pilot). These types of foundation structures were constructed as models, in a reduced scale, approx. 1:10. The size had to be adjusted due to limited capacity of the testing equipment and financial reasons. Deformations of the adjacent terrain was measured besides testing of the foundation behaviour. The aim of this paper is to compare behaviour of the rigid slab and the piled raft. Test results are then compared with results from numerical modelling.

Druh

C - Kapitola v odborné knize

CEP obor

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OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

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 knihy nebo sborníku

Key engineering materials. Volume 738

ISBN

978-3-0357-1114-1

Počet stran výsledku

11

Strana od-do

287-297

Počet stran knihy

342

Název nakladatele

Trans Tech Publication Ltd

Místo vydání

Durnten-Zurich

Kód UT WoS kapitoly

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