Along the lines of my last post regarding geotechnical software….
Does anyone know if there are equations for the Peck/Hanson/Thornburn bearing capacity factor curves?
With and without allowances for local and punching shear failure?
Shallow and Deep foundations?
Thanks.
Christopher Banbury, PE
President
Ark Engineering, Inc.
Phone: (352) 754-2424
FAX: (352) 754-2412