Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor Solution

STEP 0: Pre-Calculation Summary
Formula Used
Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/7.4
C = (qf-σs)/7.4
This formula uses 3 Variables
Variables Used
Cohesion in Soil as Kilopascal - (Measured in Pascal) - 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.
Ultimate Bearing Capacity - (Measured in Pascal) - The Ultimate Bearing Capacity is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear.
Effective Surcharge in KiloPascal - (Measured in Pascal) - Effective Surcharge in KiloPascal also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure.
STEP 1: Convert Input(s) to Base Unit
Ultimate Bearing Capacity: 60 Kilopascal --> 60000 Pascal (Check conversion ​here)
Effective Surcharge in KiloPascal: 45.9 Kilonewton per Square Meter --> 45900 Pascal (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
C = (qfs)/7.4 --> (60000-45900)/7.4
Evaluating ... ...
C = 1905.40540540541
STEP 3: Convert Result to Output's Unit
1905.40540540541 Pascal -->1.90540540540541 Kilopascal (Check conversion ​here)
FINAL ANSWER
1.90540540540541 1.905405 Kilopascal <-- Cohesion in Soil as Kilopascal
(Calculation completed in 00.004 seconds)

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13 Bearing Capacity of Cohesive Soil Calculators

Bearing Capacity Factor Dependent on Cohesion for Square Footing
​ Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Cohesion in Soil as Kilopascal)*(1+0.3*(Width of Footing/Length of Footing)))
Length of Footing given Bearing Capacity for Square Footing
​ Go Length of Footing = (0.3*Width of Footing)/(((Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion))-1)
Cohesion of Soil given Bearing Capacity for Square Footing
​ Go Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Bearing Capacity Factor dependent on Cohesion)*(1+0.3*(Width of Footing/Length of Footing)))
Width of Footing given Bearing Capacity for Square Footing
​ Go Width of Footing = (((Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion))-1)*(Length of Footing/0.3)
Effective Surcharge given Bearing Capacity for Square Footing
​ Go Effective Surcharge in KiloPascal = Ultimate Bearing Capacity-((Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)*(1+0.3*(Width of Footing/Length of Footing)))
Bearing Capacity of Cohesive Soil for Square Footing
​ Go Ultimate Bearing Capacity = ((Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)*(1+0.3*(Width of Footing/Length of Footing)))+Effective Surcharge in KiloPascal
Bearing Capacity Factor Dependent on Cohesion for Circular Footing
​ Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Cohesion in Soil as Kilopascal)
Effective Surcharge given Bearing Capacity for Circular Footing
​ Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity-(1.3*Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion))
Cohesion of Soil given Bearing Capacity for Circular Footing
​ Go Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Bearing Capacity Factor dependent on Cohesion)
Bearing Capacity of Cohesive Soil for Circular Footing
​ Go Ultimate Bearing Capacity = (1.3*Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)+Effective Surcharge in KiloPascal
Effective Surcharge for Circular Footing given Value of Bearing Capacity Factor
​ Go Effective Surcharge in KiloPascal = Ultimate Bearing Capacity-(7.4*Cohesion in Soil as Kilopascal)
Bearing Capacity for Circular Footing given Value of Bearing Capacity Factor
​ Go Ultimate Bearing Capacity = (7.4*Cohesion in Soil as Kilopascal)+Effective Surcharge in KiloPascal
Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor
​ Go Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/7.4

Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor Formula

Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/7.4
C = (qf-σs)/7.4

What is Cohesion?

Cohesion is the stress (act) of sticking together. Yet, in engineering mechanics, particularly in soil mechanics, cohesion refers to shear strength under zero normal stress, or the intercept of a material's failure envelope with shear stress axis in the shear stress-normal stress space.

How to Calculate Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor?

Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor calculator uses Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/7.4 to calculate the Cohesion in Soil as Kilopascal, The Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor is defined as the value of cohesion of soil when we have prior information of other parameters used. Cohesion in Soil as Kilopascal is denoted by C symbol.

How to calculate Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor using this online calculator? To use this online calculator for Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor, enter Ultimate Bearing Capacity (qf) & Effective Surcharge in KiloPascal s) and hit the calculate button. Here is how the Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor calculation can be explained with given input values -> 0.001905 = (60000-45900)/7.4.

FAQ

What is Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor?
The Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor is defined as the value of cohesion of soil when we have prior information of other parameters used and is represented as C = (qfs)/7.4 or Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/7.4. The Ultimate Bearing Capacity is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear & Effective Surcharge in KiloPascal also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure.
How to calculate Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor?
The Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor is defined as the value of cohesion of soil when we have prior information of other parameters used is calculated using Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/7.4. To calculate Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor, you need Ultimate Bearing Capacity (qf) & Effective Surcharge in KiloPascal s). With our tool, you need to enter the respective value for Ultimate Bearing Capacity & Effective Surcharge in KiloPascal and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Cohesion in Soil as Kilopascal?
In this formula, Cohesion in Soil as Kilopascal uses Ultimate Bearing Capacity & Effective Surcharge in KiloPascal. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Bearing Capacity Factor dependent on Cohesion)
  • Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Bearing Capacity Factor dependent on Cohesion)*(1+0.3*(Width of Footing/Length of Footing)))
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