The determination of the bearing capacity of shallow foundations can be considered as a complex elasto-plastic deformation problem, which is often studied phenomenologically. The phenomenological equations are naturally constructed based on the typical dimensions of the variables involved (unit weight, foundation size, etc.) - all physical laws must gua...
View ArticleA foundation design must meet at least the following basic requirements: a) acceptable deformations under the working conditions; b) adequate safety against soil failure; and c) adequate safety against failure of structural elements. For the pile design, depending upon the spacing adopted among them, a pile may affect the other’s behavior. Thi...
View ArticleA detailed characterization of the shear wave velocity profile is an essential tool in the resolution of a variety of seismological and geotechnical engineering problems. The main objective of this study is to present equations capable of providing reliable shear wave velocity profile estimations based on CPTu parameters. The results of a series of pion...
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