Abstract
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Highlights
Pile caps are tridimensional structural elements whose function is to transfer the forces in the column to a set of piles
The results show that this recently developed model is suitable for the design of deep pile cap
The Fusco Method [5] can be considered a consistent adaptation of the Blévot method and allows using the prescriptions of NBR 6118 [4] without exaggerating in conservatism, it does not follow the modern concepts of strut-and-tie models (Schlaich et al [20] and stress fields (Muttoni et al [21])
Summary
Pile caps are tridimensional structural elements whose function is to transfer the forces in the column to a set of piles. In order to align the normative prescriptions with the design methods of pile caps, a new method was developed and presented by Santos et al [3]. This method is based on a strut-and-tie model that mixes the classical and the Fusco methods in a consistent way following the modern concepts of strut-and-tie models and stress fields. This comparative study indicates the suitability of the recently developed model, and possible improvements are outlined
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