Please use this identifier to cite or link to this item: http://hdl.handle.net/10216/70107
Author(s): A. Viana da Fonseca
Nuno Cruz
Paulo Pinto
Ricardo Andrade
Title: Pile bearing capacity of the new bridge over Zambezi River (Mozambique): predictions and performance of static load test results
Issue Date: 2008
Abstract: The evaluation of pile bearing capacity is dependent on the interpretation of the pilehead load-settlement curve and the determination of the shaft and toe resistances in careful andwell instrumented tests. It is then possible to calibrate design methods with load transfer curves atdifferent depths for progressive loading levels. In the New Zambezi Bridge (Caia ¿ Chimuara,Mozambique) deep foundations have been designed taking into consideration differentmethodologies: methods based directly in SPT data (Reese & O¿Neill) and methods based in CPTdata (Bustamante & Frank, 1999), giving rise to some scatter in final results. For the complete andtrustful solution, static load tests on some piles were executed using the Osterberg test method, inorder to obtain a simple way to evaluate shaft load transfer and define the applicability of eachempirical methodology. Results of this comparative analysis are proposed and some suggestionsare presented for regional practice.
Subject: Ciências Tecnológicas, Outras ciências da engenharia e tecnologias
Technological sciences, Other engineering and technologies
URI: http://hdl.handle.net/10216/70107
Source: ISSMGE 11th Baltic Sea Geotechnical Conference
Document Type: Artigo em Livro de Atas de Conferência Internacional
Rights: openAccess
License: https://creativecommons.org/licenses/by-nc/4.0/
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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