Abstract: Lower-bound calculations based on the FEM are used to determine the bearing capacity of a strip foundation subjected to an inclined, eccentric load on cohesionless soil with varying surcharges and with friction angles of ...

Abstract: This article describes a new method for the design of rectangular foundations in cohesionless soil subject to a combination of vertical and horizontal loads, overturning moments, and torsional moments. It can be seen as a ...

Abstract: Free-drift batch reactor experiments using calcite (limestone,