Laboratory model tests were performed to investigate the behavior of shallow and inclined skirted foundations placed on sandy soil with R.D%=30 extent impact positive negative eccentric-inclined loading effect them. To achieve experimental tests, it was used a box (600×600) mm cross-sectional 600mm in height square footing (50*50) 10 thickness attached skirt Ds=0.5B various an angle (10°, 20°, ...