Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F02%3A01073801" target="_blank" >RIV/68407700:21110/02:01073801 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil

Popis výsledku v původním jazyce

A semi analytical procedure is presented and used herein to compute the settlement and the normal force distribution of axially loaded concrete bored piles. These piles were constructed in the tropical soil of the city of Brasília, which is a typical laterized and collapsible clayey material of the Brazilian Central Plateau. The piles are founded in the experimental research site of the University of Brasília, within its campus. They were constructed under differing construction procedures, which have influenced in their final behavior, in terms of load x settlement curves. The paper demonstrates that with the use of well-established soil parameters for this geotechnical material, with a sound theoretical model & numerical tool, it is possible to simulate reasonably well the in situ behavior of the bored piles

Název v anglickém jazyce

Experimental and Numerical Analyses of Bored Pile Foundations in a Tropical Soil

Popis výsledku anglicky

A semi analytical procedure is presented and used herein to compute the settlement and the normal force distribution of axially loaded concrete bored piles. These piles were constructed in the tropical soil of the city of Brasília, which is a typical laterized and collapsible clayey material of the Brazilian Central Plateau. The piles are founded in the experimental research site of the University of Brasília, within its campus. They were constructed under differing construction procedures, which have influenced in their final behavior, in terms of load x settlement curves. The paper demonstrates that with the use of well-established soil parameters for this geotechnical material, with a sound theoretical model & numerical tool, it is possible to simulate reasonably well the in situ behavior of the bored piles

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2002

Kód důvěrnosti údajů

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

Název periodika

Inženýrská mechanika

ISSN

1210-2717

e-ISSN

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Svazek periodika

9

Číslo periodika v rámci svazku

1/2

Stát vydavatele periodika

CZ - Česká republika

Počet stran výsledku

8

Strana od-do

91-98

Kód UT WoS článku

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EID výsledku v databázi Scopus

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