About: Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters

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About: Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Není k dispozici (cs) This paper focuses on the numerical simulation of deep foundations via existing industrial application software GEO4. This software computes the load-displacement curve of the pile's head, plus the distribution of normal and shear forces along the pile's shaft. It also presents experimental results from field loading tests carried out with distinct foundations founded in tropical stratified soils of the Federal District of Brazil. The curves of pile load versus displacement is presented, discussed, and numerically simulated by a semi-analytical chosen sites of this District. It is concluded that this software has successfully aided the analysis, demonstrating its large potential for future application in Brasília as well as other regions. The analyses also procedure, together with the description of the geotechnical characteristics of three distinct demonstrated that differences in back analyzed results are prone to occur, given distinct pile construction methodologies... This paper focuses on the numerical simulation of deep foundations via existing industrial application software GEO4. This software computes the load-displacement curve of the pile's head, plus the distribution of normal and shear forces along the pile's shaft. It also presents experimental results from field loading tests carried out with distinct foundations founded in tropical stratified soils of the Federal District of Brazil. The curves of pile load versus displacement is presented, discussed, and numerically simulated by a semi-analytical chosen sites of this District. It is concluded that this software has successfully aided the analysis, demonstrating its large potential for future application in Brasília as well as other regions. The analyses also procedure, together with the description of the geotechnical characteristics of three distinct demonstrated that differences in back analyzed results are prone to occur, given distinct pile construction methodologies... (en)
Title	Není k dispozici (cs) Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters (en)
skos:prefLabel	Není k dispozici (cs) Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters (en)
skos:notation	RIV/68407700:21110/03:01087700!RIV07-MSM-21110___
http://linked.open.../vavai/riv/strany	83;102
http://linked.open...avai/riv/aktivita	Z
http://linked.open...avai/riv/aktivity	Z(MSM 210000001), Z(MSM 210000003)
http://linked.open...vai/riv/dodaniDat	2007
http://linked.open...aciTvurceVysledku	Kuklík, Pavel
http://linked.open.../riv/druhVysledku	C - Kapitola v knize
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	627753
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/03:01087700
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	civil engineering application & design; deep foundation; field load tests; load transfer mechanism; numerical analysis; skin friction and base pressure (en)
http://linked.open.../riv/klicoveSlovo	numerical analysis deep foundation civil engineering application & design field load tests load transfer mechanism skin friction and base pressure
http://linked.open...ontrolniKodProRIV	[DCB959DA4DD5]
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	CTU Reports 1/2003: Contributions to Computational and Experimental Investigation of Engineering Materials and Structures
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...UplatneniVysledku	2003
http://linked.open...iv/tvurceVysledku	Kuklík, Pavel Cunha, R. P.
http://linked.open...n/vavai/riv/zamer	http://linked.opendata.cz/resource/domain/vavai/zamer/MSM%20210000003 http://linked.opendata.cz/resource/domain/vavai/zamer/MSM%20210000001
number of pages	20 (xsd:int)
http://purl.org/ne...btex#hasPublisher	České vysoké učení technické v Praze
https://schema.org/isbn	80-01-02734-1
http://localhost/t...ganizacniJednotka	21110

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