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Geotechnical Engineering
Cohesion in Soil as Kilopascal in Geotechnical Engineering Formulas
Cohesion in Soil as Kilopascal is the ability of like particles within soil to hold onto each other. It is the shear strength or force that binds together like particles in the structure of a soil. And is denoted by C. Cohesion in Soil as Kilopascal is usually measured using the Kilopascal for Pressure. Note that the value of Cohesion in Soil as Kilopascal is always positive. Typically, the value of Cohesion in Soil as Kilopascal lies in the range from 0 to 50.
Formulas to find Cohesion in Soil as Kilopascal in Geotechnical Engineering
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity for General Shear Failure
Go
f
x
Cohesion of Soil given Net Ultimate Bearing Capacity for Local Shear Failure
Go
f
x
Cohesion of Soil given Bearing Capacity for Circular Footing
Go
f
x
Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor
Go
f
x
Cohesion of Soil given Bearing Capacity for Square Footing
Go
f
x
Cohesion of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
f
x
Cohesion of Soil for Rectangular Footing given Shape Factor
Go
f
x
Cohesion of Soil given Bearing Capacity for Local Shear Failure
Go
f
x
Cohesion of Soil for Local Shear Failure given Depth of Footing
Go
f
x
Cohesion of Soil given Depth and Width of Footing
Go
f
x
Cohesion of soil given Total Thrust from Soil that are Free to Move
Go
f
x
Cohesion of soil given Total Thrust from Soil with Small Angles of Internal Friction
Go
f
x
Cohesion of Soil given Saturated Unit Weight
Go
f
x
Cohesion of Soil for Steady Seepage along Slope
Go
Geotechnical Engineering formulas that make use of Cohesion in Soil as Kilopascal
f
x
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
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
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 Unit Weight for Case of Local Shear Failure
Go
f
x
Bearing Capacity of Cohesive Soil for Circular Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Circular Footing
Go
f
x
Effective Surcharge given Bearing Capacity for Circular Footing
Go
f
x
Bearing Capacity for Circular Footing given Value of Bearing Capacity Factor
Go
f
x
Effective Surcharge for Circular Footing given Value of Bearing Capacity Factor
Go
f
x
Bearing Capacity of Cohesive Soil for Square Footing
Go
f
x
Bearing Capacity Factor Dependent on Cohesion for Square Footing
Go
f
x
Effective Surcharge given Bearing Capacity for Square Footing
Go
f
x
Length of Footing given Bearing Capacity for Square Footing
Go
f
x
Width of Footing given Bearing Capacity for Square Footing
Go
f
x
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
Ultimate Bearing Capacity 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
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 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
Depth of Footing given Bearing Capacity Factor
Go
f
x
Width of Footing given Ultimate 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
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
f
x
Bearing Capacity Factor Dependent on Weight given Safe Bearing Capacity
Go
f
x
Passive Earth Pressure given Loading Intensity
Go
f
x
Loading Intensity given Passive Earth Pressure
Go
f
x
Angle of Shearing Resistance given Passive Earth Pressure
Go
f
x
Passive Earth Pressure Produced by Weight of Shear Zone
Go
f
x
Passive Earth Pressure Produced by Soil Cohesion
Go
f
x
Passive Earth Pressure Produced by Surcharge
Go
f
x
Total Thrust from Soil that are Free to Move to Considerable Amount
Go
f
x
Total Thrust from Soil with Small Angles of Internal Friction
Go
f
x
Unit Weight of Soil given Total Thrust from Soil with Small Angles of Internal Friction
Go
f
x
Submerged Unit Weight for Steady Seepage along Slope
Go
f
x
Critical Depth given Saturated Unit Weight
Go
f
x
Submerged Unit Weight given Critical Depth and Cohesion
Go
f
x
Angle of Internal Friction given Factor of Safety for Submerged Slope
Go
List of variables in Geotechnical Engineering formulas
f
x
Net Ultimate BC
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
Bearing Capacity Factor dependent on Unit Weight
Go
f
x
Bearing Capacity Factor dependent on Cohesion
Go
f
x
Ultimate Bearing Capacity
Go
f
x
Length of Footing
Go
f
x
Ultimate Bearing Capacity in Soil
Go
f
x
Depth of Footing in Soil
Go
f
x
Total Height of Wall
Go
f
x
Coefficient of Active Pressure
Go
f
x
Total Thrust of Soil
Go
f
x
Factor of Safety in Soil Mechanics
Go
f
x
Saturated Unit Weight of Soil
Go
f
x
Depth of Prism
Go
f
x
Angle of Inclination to Horizontal in Soil
Go
f
x
Submerged Unit Weight in KN per Cubic Meter
Go
f
x
Angle of Internal Friction
Go
f
x
Critical Depth
Go
FAQ
What is the Cohesion in Soil as Kilopascal?
Cohesion in Soil as Kilopascal is the ability of like particles within soil to hold onto each other. It is the shear strength or force that binds together like particles in the structure of a soil. Cohesion in Soil as Kilopascal is usually measured using the Kilopascal for Pressure. Note that the value of Cohesion in Soil as Kilopascal is always positive. Typically, the value of Cohesion in Soil as Kilopascal lies in the range from 0 to 50.
Can the Cohesion in Soil as Kilopascal be negative?
No, the Cohesion in Soil as Kilopascal, measured in Pressure cannot be negative.
What unit is used to measure Cohesion in Soil as Kilopascal?
Cohesion in Soil as Kilopascal 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 Cohesion in Soil as Kilopascal can be measured.
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