7- FONDATIONS SUPERFICIELLES

CE THEME RASSEMBLE LES COMMUNICATIONS SUIVANTES : - COUPLED EFFECTS OF COMMON VARIABLES ON THE BEHAVIOR OF SHALLOW FOUNDATIONS IN COHESIONLESS SOILS (GEMPERLINE,MC). - EXPERIMENTAL DETERMINATION OF BEARING CAPACITY IN SAND BY CENTRIFUGE FOOTING TESTS (PU,J-L ; KO,H-Y). - BEARING CAPACITY OF A FOOTING WITH AN UNEVEN BASE ON SLOPE : DIRECT COMPARISON OF PROTOTYPE AND CENTRIFUGE MODEL BEHAVIOR (FUJII,N ; KUSAKABE,O ; KETO,H ; MAEDA,Y). - CENTRIFUGE MODELLING OF THE BEHAVIOUR OF SURFACE FOOTINGS UNDER COMBINED LOADING (JAMES,RG ; SHI,Q). - CONFRONTATION D'ESSAIS DE CHARGEMENT DE FONDATIONS SUPERFICIELLES REALISES EN VRAIE GRANDEUR ET EN CENTRIFUGEUSE (CANEPA,Y ; GARNIER,J ; AMAR,S ; CORTE,J-F). - CENTRIFUGAL MODELLING OF THE BEHAVIOUR OF A SHALLOW FOUNDATION - A COOPERATIVE TEST PROGRAMME. (CORTE,J-F ; FARGEIX,D ; GARNIER,J ; BAGGE,G ; FUGLSANG,L ; JAMES,RG ; SHI,Q ; TAN,F). - MODELING OF CIRCULAR FOUNDATIONS ON RELATIVELY THIN CLAY LAYERS (KUTTER,BL ; ABGHARI,A ; SHINDE,SB). - CENTRIFUGE SIMULATION OF THE BEHAVIOR OF A SHALLOW FOUNDATION FOR OFFSHORE STRUCTURE ON CALCAREOUS SAND (LE TIRANT,P ; FAY,J-B ; NAUROY,J-F ; MEIMON,Y ; LASSOUDIERE,F). (VOIR FICHE GENERALE DIRR 121686).