1. Strip Footing on Cohesionless Sand
Geotechnical EngineerBackground
An engineer needs to determine the ultimate bearing capacity for a long concrete retaining wall foundation resting on dry sand.
Problem
The sand has no cohesion (c = 0 kPa), a friction angle of 30°, and a unit weight of 18 kN/m³. The footing is 2 meters wide and buried 1 meter deep.
How to use
Select 'Strip' as the foundation shape, set cohesion to 0, friction angle to 30, unit weight to 18, width to 2, and embedment depth to 1.
{
"shape": "strip",
"c": 0,
"phi": 30,
"gamma": 18,
"B": 2,
"Df": 1,
"decimalPlaces": 4
}Outcome
The calculator outputs an ultimate bearing capacity of approximately 613.24 kPa, showing the individual surcharge term (331.22 kPa) and self-weight term (282.02 kPa).