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Geotechnical Engineering
Shape Factor dependent on Cohesion in Geotechnical Engineering Formulas
Shape Factor dependent on Cohesion is defined as ratio of the limit unit base resistance of a footing of any shape bearing on the soil surface to that of a strip footing on the soil surface. And is denoted by s
c
.
Formulas to find Shape Factor dependent on Cohesion in Geotechnical Engineering
f
x
Shape Factor Dependent on Cohesion
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Geotechnical Engineering formulas that make use of Shape Factor dependent on Cohesion
f
x
Bearing Capacity depending on Shape Factors
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f
x
Cohesion of Soil depending on Shape Factors
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f
x
Bearing Capacity Factor Dependent on Cohesion
Go
f
x
Unit Weight of Soil given Shape Factor
Go
f
x
Width of Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight
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f
x
Shape Factor Dependent on Unit Weight
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List of variables in Geotechnical Engineering formulas
f
x
Ultimate Bearing Capacity
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f
x
Effective Surcharge
Go
f
x
Bearing Capacity Factor dependent on Surcharge
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f
x
Unit Weight of Soil
Go
f
x
Width of Footing
Go
f
x
Bearing Capacity Factor dependent on Unit Weight
Go
f
x
Shape Factor Dependent on Unit Weight
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f
x
Bearing Capacity Factor dependent on Cohesion
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f
x
Cohesion
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FAQ
What is the Shape Factor dependent on Cohesion?
Shape Factor dependent on Cohesion is defined as ratio of the limit unit base resistance of a footing of any shape bearing on the soil surface to that of a strip footing on the soil surface.
Can the Shape Factor dependent on Cohesion be negative?
{YesorNo}, the Shape Factor dependent on Cohesion, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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