FormulaDen.com
Physics
Chemistry
Math
Chemical Engineering
Civil
Electrical
Electronics
Electronics and Instrumentation
Materials Science
Mechanical
Production Engineering
Financial
Health
You are here
-
Home
»
Engineering
»
Civil
»
Geotechnical Engineering
Bearing Capacity Factor dependent on Unit Weight in Geotechnical Engineering Formulas
Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil. And is denoted by N
γ
.
Formulas to find Bearing Capacity Factor dependent on Unit Weight in Geotechnical Engineering
f
x
Bearing Capacity Factor Dependent on Unit Weight for General Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Case of Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight Given Angle of Internal Friction
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
Go
f
x
Bearing Capacity Factor Dependent on Weight for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Strip Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Circular Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Unit Weight given Dimension of Footing
Go
f
x
Bearing Capacity Factor Dependent on Weight given Passive Earth Pressure Coefficient
Go
f
x
Bearing Capacity Factor Dependent on Weight given Ultimate Bearing Capacity
Go
f
x
Bearing Capacity Factor Dependent on Weight given Effective Surcharge
Go
f
x
Bearing Capacity Factor Dependent on Weight given Safe Bearing Capacity
Go
Geotechnical Engineering formulas that make use of Bearing Capacity Factor dependent on Unit Weight
f
x
Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for General Shear Failure
Go
f
x
Effective Surcharge given Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for General Shear Failure
Go
f
x
Width of Strip Footing given Net Ultimate Bearing Capacity
Go
f
x
Unit Weight of Soil under Strip Footing for General Shear Failure
Go
f
x
Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Case of Local Shear Failure
Go
f
x
Effective Surcharge given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Surcharge for Case of Local Shear Failure
Go
f
x
Width of Footing given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Unit Weight of Soil under Strip Footing for Case of Local Shear Failure
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Unit Weight Bearing Capacity Factor
Go
f
x
Angle of Internal Friction given Bearing Capacity Factors
Go
f
x
Ultimate Bearing Capacity for Rectangular Footing
Go
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
Length of Rectangular Footing given Ultimate Bearing Capacity
Go
f
x
Ultimate Bearing Capacity for Rectangular Footing given Shape Factor
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
Effective Surcharge for Rectangular Footing given Shape Factor
Go
f
x
Unit Weight of Soil for Rectangular Footing given Shape Factor
Go
f
x
Bearing Capacity of Non Cohesive Soil for Strip Footing
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
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
Bearing Capacity of Non Cohesive Soil for Circular Footing
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
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
Bearing Capacity of Non Cohesive Soil for Square Footing
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
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
Bearing capacity for Local Shear Failure
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 Surcharge for Local Shear Failure
Go
f
x
Effective Surcharge given Bearing Capacity 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
Bearing capacity for Local Shear Failure given Depth of Footing
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 Surcharge given Dimension of Footing
Go
f
x
Width of Footing for Local Shear Failure given Bearing Capacity Factor
Go
f
x
Passive Earth Pressure Coefficient given Bearing Capacity Factor
Go
f
x
Ultimate Bearing Capacity given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Depth and Width of Footing
Go
f
x
Unit Weight 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
Net Ultimate Bearing Capacity given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity
Go
f
x
Effective Surcharge given Bearing Capacity Factor
Go
f
x
Unit Weight of Soil given Net Ultimate Bearing Capacity
Go
f
x
Width of Footing given Effective Surcharge
Go
f
x
Safe Bearing Capacity given Bearing Capacity Factor
Go
f
x
Effective Surcharge given Safe Bearing Capacity
Go
f
x
Factor of Safety given Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Safe Bearing Capacity
Go
f
x
Unit Weight of Soil given Safe Bearing Capacity
Go
f
x
Width of Footing given Safe Bearing Capacity
Go
f
x
Net Ultimate Bearing Capacity given Depth and Width of Footing
Go
f
x
Unit Weight of Soil given Bearing Capacity Factor, Depth and Width of Footing
Go
f
x
Depth of Footing given Bearing Capacity Factor and Width of Footing
Go
f
x
Width of Footing given Bearing Capacity Factor and Depth of Footing
Go
f
x
Safe Bearing Capacity given Depth and Width of Footing
Go
f
x
Factor of Safety given Depth and Width of Footing
Go
f
x
Depth of Footing given Factor of Safety and Safe Bearing Capacity
Go
f
x
Width of Footing given Factor of Safety and Safe Bearing Capacity
Go
f
x
Unit Weight of Soil given Factor of Safety and Safe 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 Cohesion given Effective Surcharge
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Effective Surcharge
Go
f
x
Bearing Capacity Factor Dependent on Surcharge given Safe Bearing Capacity
Go
List of variables in Geotechnical Engineering formulas
f
x
Net Ultimate BC
Go
f
x
Cohesion in Soil
Go
f
x
Bearing Capacity Factor dependent on Cohesion
Go
f
x
Effective Surcharge in KiloPascal
Go
f
x
Bearing Capacity Factor dependent on Surcharge
Go
f
x
Width of Footing
Go
f
x
Unit Weight of Soil
Go
f
x
Cohesion in Soil as Kilopascal
Go
f
x
Angle of Internal Friction
Go
f
x
Ultimate Bearing Capacity in Soil
Go
f
x
Length of Footing
Go
f
x
Diameter of Section
Go
f
x
Cohesion of Soil
Go
f
x
Depth of Footing in Soil
Go
f
x
Angle of Shearing Resistance
Go
f
x
Coefficient of Passive Pressure
Go
f
x
Net Ultimate Bearing Capacity
Go
f
x
Safe Bearing Capacity
Go
f
x
Factor of Safety
Go
FAQ
What is the Bearing Capacity Factor dependent on Unit Weight?
Bearing Capacity Factor dependent on Unit Weight is a constant whose value depends upon unit weight of soil.
Can the Bearing Capacity Factor dependent on Unit Weight be negative?
{YesorNo}, the Bearing Capacity Factor dependent on Unit Weight, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
Let Others Know
✖
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!