Análise da capacidade de carga de estaca pré-moldada de concreto, cravada em solo residual da região de Campinas/SP.

Abstract

The results of a static load test, are presented in this paper carried out in precast concret pile (L=14,0m e ø=0,18m), driven in Faculdade de Engenharia AgrícolaUNICAMP, Campinas-SP. The subsoil in the place is constituted by residual diabasic soil. The ultimate load obtained is compared with ultimate load obtained by means of empirical methods.