Abstract: A foundation interface for a concrete foundation for the support of a structure comprises a prefabricated concrete element with a plurality of through holes, which are geometrically arranged to correspond to an arrangement of holes or bolts of a structure to be supported. Further, a method for fabricating a concrete foundation comprising such a foundation interface is provided.

Abstract: A system and method for fabricating a wind turbine tower is provided. The method includes providing at least one fiber reinforced plastic (“FRP”) strand, embedding a first portion of the FRP strand into a first concrete segment, and embedding a second portion of the FRP strand into a second concrete segment such that a third portion of the FRP strand extends from the first concrete segment to the second concrete segment. The method further includes displacing at least one of the first concrete segment and the second concrete segment relative to the other such that a tension is applied to the third portion of the FRP strand.