Influence of interference on bearing capacity of strip footing on

摘要: Numerical evaluation of bearing capacity of interfered strip footing on unreinforced and reinforced sandy soils has been performed in this paper using finite difference method based on commercially available code, FLAC"(Fast Lagrangian Analysis of Continua). The failure criterion for the soil has been assumed to be based on Mohr-coulomb with non-associative flow rule by considering 0