Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing Solution

STEP 0: Pre-Calculation Summary
Formula Used
Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Depth of Footing)
Nq = (qf-(Cs*Nc))/(γ*D)
This formula uses 6 Variables
Variables Used
Bearing Capacity Factor dependent on Surcharge - Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
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.
Cohesion of Soil - (Measured in Pascal) - Cohesion of Soil 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.
Bearing Capacity Factor dependent on Cohesion - Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.
Unit Weight of Soil - (Measured in Newton per Cubic Meter) - Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Depth of Footing - (Measured in Meter) - Depth of Footing is the longer dimension of the footing.
STEP 1: Convert Input(s) to Base Unit
Ultimate Bearing Capacity: 60 Kilopascal --> 60000 Pascal (Check conversion ​here)
Cohesion of Soil: 5 Kilopascal --> 5000 Pascal (Check conversion ​here)
Bearing Capacity Factor dependent on Cohesion: 9 --> No Conversion Required
Unit Weight of Soil: 18 Kilonewton per Cubic Meter --> 18000 Newton per Cubic Meter (Check conversion ​here)
Depth of Footing: 1.01 Meter --> 1.01 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Nq = (qf-(Cs*Nc))/(γ*D) --> (60000-(5000*9))/(18000*1.01)
Evaluating ... ...
Nq = 0.825082508250825
STEP 3: Convert Result to Output's Unit
0.825082508250825 --> No Conversion Required
FINAL ANSWER
0.825082508250825 0.825083 <-- Bearing Capacity Factor dependent on Surcharge
(Calculation completed in 00.004 seconds)

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Terzaghi's Analysis Purely Cohesive Soil Calculators

Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil
​ LaTeX ​ Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-((Effective Surcharge in KiloPascal)*Bearing Capacity Factor dependent on Surcharge))/Cohesion of Soil
Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil
​ LaTeX ​ Go Cohesion of Soil = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/Bearing Capacity Factor dependent on Cohesion
Bearing Capacity for Purely Cohesive Soil
​ LaTeX ​ Go Ultimate Bearing Capacity = ((Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))
Effective Surcharge given Bearing Capacity for Purely Cohesive Soil
​ LaTeX ​ Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Bearing Capacity Factor dependent on Surcharge

Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing Formula

​LaTeX ​Go
Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Depth of Footing)
Nq = (qf-(Cs*Nc))/(γ*D)

What is Surcharge?

Surcharge is the additional load on the soil which may be created due to any overlying structure or any moving object.Total stress on the surface of the soil is because of the surcharge only. So total stress is equal to the surcharge q. σ = q. No water present above this plane, hence pore water pressure is zero.

How to Calculate Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing?

Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing calculator uses Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Depth of Footing) to calculate the Bearing Capacity Factor dependent on Surcharge, The Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing is defined as bearing capacity factor, influenced by surcharge in cohesive soil, is a measure indicating the depth of the footing's influence. Bearing Capacity Factor dependent on Surcharge is denoted by Nq symbol.

How to calculate Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing using this online calculator? To use this online calculator for Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing, enter Ultimate Bearing Capacity (qf), Cohesion of Soil (Cs), Bearing Capacity Factor dependent on Cohesion (Nc), Unit Weight of Soil (γ) & Depth of Footing (D) and hit the calculate button. Here is how the Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing calculation can be explained with given input values -> 0.825083 = (60000-(5000*9))/(18000*1.01).

FAQ

What is Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing?
The Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing is defined as bearing capacity factor, influenced by surcharge in cohesive soil, is a measure indicating the depth of the footing's influence and is represented as Nq = (qf-(Cs*Nc))/(γ*D) or Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Depth of Footing). 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, Cohesion of Soil 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, Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil, Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil & Depth of Footing is the longer dimension of the footing.
How to calculate Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing?
The Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing is defined as bearing capacity factor, influenced by surcharge in cohesive soil, is a measure indicating the depth of the footing's influence is calculated using Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/(Unit Weight of Soil*Depth of Footing). To calculate Bearing Capacity Factor Dependent on Surcharge for Cohesive Soil given Depth of Footing, you need Ultimate Bearing Capacity (qf), Cohesion of Soil (Cs), Bearing Capacity Factor dependent on Cohesion (Nc), Unit Weight of Soil (γ) & Depth of Footing (D). With our tool, you need to enter the respective value for Ultimate Bearing Capacity, Cohesion of Soil, Bearing Capacity Factor dependent on Cohesion, Unit Weight of Soil & Depth of Footing 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 Bearing Capacity Factor dependent on Surcharge?
In this formula, Bearing Capacity Factor dependent on Surcharge uses Ultimate Bearing Capacity, Cohesion of Soil, Bearing Capacity Factor dependent on Cohesion, Unit Weight of Soil & Depth of Footing. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Effective Surcharge in KiloPascal
  • Bearing Capacity Factor dependent on Surcharge = (Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1
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