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Geotechnical Engineering
Ultimate Bearing Capacity in Soil in Geotechnical Engineering Formulas
Ultimate Bearing Capacity in Soil is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear. And is denoted by q
fc
. Ultimate Bearing Capacity in Soil is usually measured using the Kilopascal for Pressure. Note that the value of Ultimate Bearing Capacity in Soil is always positive.
Formulas to find Ultimate Bearing Capacity in Soil in Geotechnical Engineering
f
x
Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Ultimate Bearing Capacity for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity of Non Cohesive Soil for Strip Footing
Go
f
x
Bearing Capacity of Non Cohesive Soil for Circular Footing
Go
f
x
Bearing Capacity of Non Cohesive Soil for Square Footing
Go
Geotechnical Engineering formulas that make use of Ultimate Bearing Capacity in Soil
f
x
Cohesion of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing
Go
f
x
Effective Surcharge for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing
Go
f
x
Unit Weight of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
Go
f
x
Length of Rectangular Footing given Ultimate Bearing Capacity
Go
f
x
Cohesion of Soil for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Weight for Rectangular Footing given Shape Factor
Go
f
x
Effective Surcharge for Rectangular Footing given Shape Factor
Go
f
x
Unit Weight of Soil for Rectangular Footing given Shape Factor
Go
f
x
Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Strip Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Strip Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Strip Footing
Go
f
x
Unit Weight of Non Cohesive Soil given Bearing Capacity of Strip Footing
Go
f
x
Width of Strip Footing given Bearing Capacity
Go
f
x
Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Circular Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Circular Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Circular Footing
Go
f
x
Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing
Go
f
x
Diameter of Circular Footing given Bearing Capacity
Go
f
x
Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Square Footing
Go
f
x
Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing
Go
f
x
Width of Square Footing given Bearing Capacity
Go
f
x
Cohesion of Soil given Bearing Capacity for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Local Shear Failure
Go
f
x
Unit Weight of Soil given Bearing Capacity for Local Shear Failure
Go
f
x
Width of Footing given Bearing Capacity for Local Shear Failure
Go
f
x
Cohesion of Soil for Local Shear Failure given Depth of Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight given Dimension of Footing
Go
f
x
Width of Footing for Local Shear Failure given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil
Go
f
x
Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil
Go
f
x
Cohesion of Soil given Depth and Width of Footing
Go
f
x
Depth of Footing given Bearing Capacity Factor
Go
f
x
Width of Footing given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Cohesion given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Weight given Ultimate Bearing Capacity
Go
List of variables in Geotechnical Engineering formulas
f
x
Cohesion in Soil as Kilopascal
Go
f
x
Bearing Capacity Factor dependent on Cohesion
Go
f
x
Width of Footing
Go
f
x
Length of Footing
Go
f
x
Effective Surcharge in KiloPascal
Go
f
x
Bearing Capacity Factor dependent on Surcharge
Go
f
x
Unit Weight of Soil
Go
f
x
Bearing Capacity Factor dependent on Unit Weight
Go
f
x
Diameter of Section
Go
FAQ
What is the Ultimate Bearing Capacity in Soil?
Ultimate Bearing Capacity in Soil is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear. Ultimate Bearing Capacity in Soil is usually measured using the Kilopascal for Pressure. Note that the value of Ultimate Bearing Capacity in Soil is always positive.
Can the Ultimate Bearing Capacity in Soil be negative?
No, the Ultimate Bearing Capacity in Soil, measured in Pressure cannot be negative.
What unit is used to measure Ultimate Bearing Capacity in Soil?
Ultimate Bearing Capacity in Soil is usually measured using the Kilopascal[kPa] for Pressure. Pascal[kPa], Bar[kPa], Pound Per Square Inch[kPa] are the few other units in which Ultimate Bearing Capacity in Soil can be measured.
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