Cohesion of Soil given Strip Footing and Bearing Capacity Formula

Fx Copy
LaTeX Copy
Cohesion of Soil given Strip Footing is a measure of the intermolecular forces within the soil that enable it to resist being pulled apart. Check FAQs
Cst=qf-((σ'Nq)+(0.5γBNγ1))1Nc
Cst - Cohesion of Soil given Strip Footing?qf - Ultimate Bearing Capacity?σ' - Effective Surcharge?Nq - Bearing Capacity Factor dependent on Surcharge?γ - Unit Weight of Soil?B - Width of Footing?Nγ - Bearing Capacity Factor dependent on Unit Weight?Nc - Bearing Capacity Factor dependent on Cohesion?

Cohesion of Soil given Strip Footing and Bearing Capacity Example

With values
With units
Only example

Here is how the Cohesion of Soil given Strip Footing and Bearing Capacity equation looks like with Values.

Here is how the Cohesion of Soil given Strip Footing and Bearing Capacity equation looks like with Units.

Here is how the Cohesion of Soil given Strip Footing and Bearing Capacity equation looks like.

16.1554Edit=60Edit-((10Edit2.01Edit)+(0.518Edit2Edit1.6Edit1))11.93Edit
You are here -
HomeIcon Home » Category Engineering » Category Civil » Category Geotechnical Engineering » fx Cohesion of Soil given Strip Footing and Bearing Capacity

Cohesion of Soil given Strip Footing and Bearing Capacity Solution

Follow our step by step solution on how to calculate Cohesion of Soil given Strip Footing and Bearing Capacity?

FIRST Step Consider the formula
Cst=qf-((σ'Nq)+(0.5γBNγ1))1Nc
Next Step Substitute values of Variables
Cst=60kPa-((10Pa2.01)+(0.518kN/m³2m1.61))11.93
Next Step Convert Units
Cst=60000Pa-((10Pa2.01)+(0.518000N/m³2m1.61))11.93
Next Step Prepare to Evaluate
Cst=60000-((102.01)+(0.51800021.61))11.93
Next Step Evaluate
Cst=16155.3886010363Pa
Next Step Convert to Output's Unit
Cst=16.1553886010363kPa
LAST Step Rounding Answer
Cst=16.1554kPa

Cohesion of Soil given Strip Footing and Bearing Capacity Formula Elements

Variables
Cohesion of Soil given Strip Footing
Cohesion of Soil given Strip Footing is a measure of the intermolecular forces within the soil that enable it to resist being pulled apart.
Symbol: Cst
Measurement: PressureUnit: kPa
Note: Value should be greater than 0.
Ultimate Bearing Capacity
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.
Symbol: qf
Measurement: PressureUnit: kPa
Note: Value should be greater than 0.
Effective Surcharge
Effective Surcharge also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure.
Symbol: σ'
Measurement: PressureUnit: Pa
Note: Value should be greater than 0.
Bearing Capacity Factor dependent on Surcharge
Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.
Symbol: Nq
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Unit Weight of Soil
Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Symbol: γ
Measurement: Specific WeightUnit: kN/m³
Note: Value should be greater than 0.
Width of Footing
Width of Footing is the shorter dimension of the footing.
Symbol: B
Measurement: LengthUnit: m
Note: Value should be greater than 0.
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.
Symbol: Nγ
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Bearing Capacity Factor dependent on Cohesion
Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.
Symbol: Nc
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.

Other formulas in Specialization of Terzaghi's Equations category

​Go Bearing Capacity depending on Shape Factors
qs=(scCNc)+(σsNq)+(0.5γBNγsγ)
​Go Cohesion of Soil depending on Shape Factors
C=qf-((σ'Nq)+(0.5γBNγsγ))scNc

How to Evaluate Cohesion of Soil given Strip Footing and Bearing Capacity?

Cohesion of Soil given Strip Footing and Bearing Capacity evaluator uses Cohesion of Soil given Strip Footing = (Ultimate Bearing Capacity-((Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight*1)))/(1*Bearing Capacity Factor dependent on Cohesion) to evaluate the Cohesion of Soil given Strip Footing, The Cohesion of Soil given Strip Footing and Bearing Capacity formula is defined as the shear strength of soil. It represents the internal molecular attraction between soil particles. The cohesion of soil can vary depending on several factors, including the shape of the soil mass or the structural element under consideration, considering strip footing. Cohesion of Soil given Strip Footing is denoted by Cst symbol.

How to evaluate Cohesion of Soil given Strip Footing and Bearing Capacity using this online evaluator? To use this online evaluator for Cohesion of Soil given Strip Footing and Bearing Capacity, enter Ultimate Bearing Capacity (qf), Effective Surcharge (σ'), Bearing Capacity Factor dependent on Surcharge (Nq), Unit Weight of Soil (γ), Width of Footing (B), Bearing Capacity Factor dependent on Unit Weight (Nγ) & Bearing Capacity Factor dependent on Cohesion (Nc) and hit the calculate button.

FAQs on Cohesion of Soil given Strip Footing and Bearing Capacity

What is the formula to find Cohesion of Soil given Strip Footing and Bearing Capacity?
The formula of Cohesion of Soil given Strip Footing and Bearing Capacity is expressed as Cohesion of Soil given Strip Footing = (Ultimate Bearing Capacity-((Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight*1)))/(1*Bearing Capacity Factor dependent on Cohesion). Here is an example- 0.016155 = (60000-((10*2.01)+(0.5*18000*2*1.6*1)))/(1*1.93).
How to calculate Cohesion of Soil given Strip Footing and Bearing Capacity?
With Ultimate Bearing Capacity (qf), Effective Surcharge (σ'), Bearing Capacity Factor dependent on Surcharge (Nq), Unit Weight of Soil (γ), Width of Footing (B), Bearing Capacity Factor dependent on Unit Weight (Nγ) & Bearing Capacity Factor dependent on Cohesion (Nc) we can find Cohesion of Soil given Strip Footing and Bearing Capacity using the formula - Cohesion of Soil given Strip Footing = (Ultimate Bearing Capacity-((Effective Surcharge*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight*1)))/(1*Bearing Capacity Factor dependent on Cohesion).
Can the Cohesion of Soil given Strip Footing and Bearing Capacity be negative?
No, the Cohesion of Soil given Strip Footing and Bearing Capacity, measured in Pressure cannot be negative.
Which unit is used to measure Cohesion of Soil given Strip Footing and Bearing Capacity?
Cohesion of Soil given Strip Footing and Bearing Capacity 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 of Soil given Strip Footing and Bearing Capacity can be measured.
Copied!