Abstract : The present paper summarizes the main features of the MPM method used for designing foundations of civil engineering works in France (with code "Fascicule 62-V," MELT, 1993; see also Frank, 1999): shallow foundations, axially loaded piles, and transversely loaded piles. It focuses on the origin of the design rules and also mentions their adaptation to Eurocode 7 on "Geotechnical design."