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

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F03%3A01087700" target="_blank" >RIV/68407700:21110/03:01087700 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Some Experiences with Bored Piles in Brazil in Relation to Numerically Back-Analyzed Design Parameters
Original language description
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'sshaft. 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, andnumerically 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 analysesalso 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...
Czech name
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Czech description
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Publication year
2003
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Book/collection name
CTU Reports 1/2003: Contributions to Computational and Experimental Investigation of Engineering Materials and Structures
ISBN
80-01-02734-1
Number of pages of the result
20
Pages from-to
83-102
Number of pages of the book
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Publisher name
Czech Technical University in Prague
Place of publication
Praha
UT code for WoS chapter
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