Dimensionamento geotécnico de estacas com auxílio de planilha eletrônica
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Abstract
The construction of this literature study focus on the theme deep foundations in piles, the design work is done through the geotechnical study to the execution of this geotechnical base work. Behaviors are described when understanding what a foundation is all about, as well as the environment to which they are integrated, the integration of the system soil-pile. Semi-empirical methods that generate load resistance, an approach on admissible load and at last the theoretical study of the deformations in pile foundations wich gives the ability to provide the necessary for the development of an electronic spreadsheet. The worksheet is made using Microsoft Excel® software, in relation to the use of the software for a research, the experience and applicability were very satisfying. The worksheet was validated through the comparison of results in the practical examples and the research, gladly everything went well. Finally in the discussion about the specification of the standard 6122:2019 to the sizing of the elements in the final limit status (ELU), as well as the sizing on the service limit status (ELS), this translates into checking the admissible deformations.
