https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 Upper and lower bound calculations of the bearing capacity of strip footings near slopes in cohesionless soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16868 Sat 24 Mar 2018 07:54:50 AEDT ]]> Lower-bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16874 0.25B–0.3B, where B is the width of the foundation), the lower-bound values in general — and especially for greater surcharges — are considerably smaller than the bearing capacities predicted by existing methods. For the special case of no surcharge, the results are in very good agreement with results obtained by the effective-width approach originally proposed by Meyerhof.]]> Sat 24 Mar 2018 07:54:48 AEDT ]]> Bearing capacity of strip footings in cohesionless soil subject to eccentric and inclined loads https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16852 Sat 24 Mar 2018 07:53:30 AEDT ]]> Effect of slope height and horizontal forces on the bearing capacity of strip footings near slopes in cohesionless soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:29372 Sat 24 Mar 2018 07:34:18 AEDT ]]>