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- W2014268882 abstract "In the north-western region of Portugal residual soils from granite are dominant, with specific and complex characteristics, typical of non-textbooks materials. Current design practice of bored and driven piles in residual weathered formations is merely semi-empirical and based on bearing capacity analyses (in general, without settlement evaluation). Fully instrumented pile load tests are very much informative for the elaboration of correlations between load-deformation behaviour and in situ tests results, for establishing well-based design criteria. A thorough study was held in 2004 at the University of Porto, with the execution of an extensive site investigation and laboratory characterization tests, allowing good input parameters for a pile prediction event. This project, supported by 4 construction companies, made use of pile load tests, aiming to launch a class A prediction event, i.e., all the predictions were submitted before the conduction of static pile load tests. Three different kinds of piles were executed: bored piles with temporary casing, continuous flight augered, CFA, piles with circular section — nominal diameter phi600mm, and driven piles (square section, B=350mm). The piles were loaded axially to failure. The submitted predictions is resumed, revealing surprising overestimations in the bored piles capacities, while for the driven piles there was an underestimation of the gains due to pile installation effects (densification, etc.). In this paper a simple approach to quantify the locked-in toe residual loads will be addressed." @default.
- W2014268882 created "2016-06-24" @default.
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- W2014268882 date "2009-03-10" @default.
- W2014268882 modified "2023-10-17" @default.
- W2014268882 title "Insight Learning from the Results of ISC2 Pile Prediction Event in Residual Soil" @default.
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- W2014268882 doi "https://doi.org/10.1061/41022(336)3" @default.
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