Cohesion of Soil depending on Shape Factors Formula

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Cohesion 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. Check FAQs
C=qf-((σ'Nq)+(0.5γBNγsγ))scNc
C - Cohesion?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?sγ - Shape Factor Dependent on Unit Weight?sc - Shape Factor dependent on Cohesion?Nc - Bearing Capacity Factor dependent on Cohesion?

Cohesion of Soil depending on Shape Factors Example

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With units
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Here is how the Cohesion of Soil depending on Shape Factors equation looks like with Values.

Here is how the Cohesion of Soil depending on Shape Factors equation looks like with Units.

Here is how the Cohesion of Soil depending on Shape Factors equation looks like.

4.2365Edit=60Edit-((10Edit2.01Edit)+(0.518Edit2Edit1.6Edit1.6Edit))1.7Edit1.93Edit
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Cohesion of Soil depending on Shape Factors Solution

Follow our step by step solution on how to calculate Cohesion of Soil depending on Shape Factors?

FIRST Step Consider the formula
C=qf-((σ'Nq)+(0.5γBNγsγ))scNc
Next Step Substitute values of Variables
C=60kPa-((10Pa2.01)+(0.518kN/m³2m1.61.6))1.71.93
Next Step Convert Units
C=60000Pa-((10Pa2.01)+(0.518000N/m³2m1.61.6))1.71.93
Next Step Prepare to Evaluate
C=60000-((102.01)+(0.51800021.61.6))1.71.93
Next Step Evaluate
C=4236.48277964035Pa
Next Step Convert to Output's Unit
C=4.23648277964035kPa
LAST Step Rounding Answer
C=4.2365kPa

Cohesion of Soil depending on Shape Factors Formula Elements

Variables
Cohesion
Cohesion 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.
Symbol: C
Measurement: PressureUnit: kPa
Note: Value should be between 0 to 50.
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.
Shape Factor Dependent on Unit Weight
Shape Factor dependent on Unit Weight is the factor in soil mechanics used in calculating bearing capacity.
Symbol: sγ
Measurement: NAUnit: Unitless
Note: Value should be greater than 0.
Shape Factor dependent on Cohesion
Shape Factor dependent on Cohesion is defined as ratio of the limit unit base resistance of a footing of any shape bearing on the soil surface to that of a strip footing on the soil surface.
Symbol: sc
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 Bearing Capacity Factor Dependent on Cohesion
Nc=qf-((σ'Nq)+(0.5γBNγsγ))scC

How to Evaluate Cohesion of Soil depending on Shape Factors?

Cohesion of Soil depending on Shape Factors evaluator uses Cohesion = (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*Shape Factor Dependent on Unit Weight)))/(Shape Factor dependent on Cohesion*Bearing Capacity Factor dependent on Cohesion) to evaluate the Cohesion, The Cohesion of Soil depending on Shape Factors 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. Cohesion is denoted by C symbol.

How to evaluate Cohesion of Soil depending on Shape Factors using this online evaluator? To use this online evaluator for Cohesion of Soil depending on Shape Factors, 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), Shape Factor Dependent on Unit Weight (sγ), Shape Factor dependent on Cohesion (sc) & Bearing Capacity Factor dependent on Cohesion (Nc) and hit the calculate button.

FAQs on Cohesion of Soil depending on Shape Factors

What is the formula to find Cohesion of Soil depending on Shape Factors?
The formula of Cohesion of Soil depending on Shape Factors is expressed as Cohesion = (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*Shape Factor Dependent on Unit Weight)))/(Shape Factor dependent on Cohesion*Bearing Capacity Factor dependent on Cohesion). Here is an example- 0.000908 = (60000-((10*2.01)+(0.5*18000*2*1.6*1.6)))/(1.7*1.93).
How to calculate Cohesion of Soil depending on Shape Factors?
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), Shape Factor Dependent on Unit Weight (sγ), Shape Factor dependent on Cohesion (sc) & Bearing Capacity Factor dependent on Cohesion (Nc) we can find Cohesion of Soil depending on Shape Factors using the formula - Cohesion = (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*Shape Factor Dependent on Unit Weight)))/(Shape Factor dependent on Cohesion*Bearing Capacity Factor dependent on Cohesion).
Can the Cohesion of Soil depending on Shape Factors be negative?
No, the Cohesion of Soil depending on Shape Factors, measured in Pressure cannot be negative.
Which unit is used to measure Cohesion of Soil depending on Shape Factors?
Cohesion of Soil depending on Shape Factors 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 depending on Shape Factors can be measured.
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