Shape Factor Dependent on Cohesion Formula

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

Shape Factor Dependent on Cohesion Example

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With units
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Here is how the Shape Factor Dependent on Cohesion equation looks like with Values.

Here is how the Shape Factor Dependent on Cohesion equation looks like with Units.

Here is how the Shape Factor Dependent on Cohesion equation looks like.

1.7026Edit=60Edit-((10Edit2.01Edit)+(0.518Edit2Edit1.6Edit1.6Edit))1.93Edit4.23Edit
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Shape Factor Dependent on Cohesion Solution

Follow our step by step solution on how to calculate Shape Factor Dependent on Cohesion?

FIRST Step Consider the formula
sc=qf-((σ'Nq)+(0.5γBNγsγ))NcC
Next Step Substitute values of Variables
sc=60kPa-((10Pa2.01)+(0.518kN/m³2m1.61.6))1.934.23kPa
Next Step Convert Units
sc=60000Pa-((10Pa2.01)+(0.518000N/m³2m1.61.6))1.934230Pa
Next Step Prepare to Evaluate
sc=60000-((102.01)+(0.51800021.61.6))1.934230
Next Step Evaluate
sc=1.70260537243229
LAST Step Rounding Answer
sc=1.7026

Shape Factor Dependent on Cohesion Formula Elements

Variables
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.
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.
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.
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.

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 Shape Factor Dependent on Cohesion?

Shape Factor Dependent on Cohesion evaluator uses Shape Factor dependent on 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)))/(Bearing Capacity Factor dependent on Cohesion*Cohesion) to evaluate the Shape Factor dependent on Cohesion, The Shape Factor Dependent on Cohesion formula is defined as the value of shape factor dependent on cohesion when we have prior information of other parameters used. It is a parameter that quantifies how the shape of a soil element or foundation affects its bearing capacity when cohesive forces are present. Shape Factor dependent on Cohesion is denoted by sc symbol.

How to evaluate Shape Factor Dependent on Cohesion using this online evaluator? To use this online evaluator for Shape Factor Dependent on Cohesion, 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), Bearing Capacity Factor dependent on Cohesion (Nc) & Cohesion (C) and hit the calculate button.

FAQs on Shape Factor Dependent on Cohesion

What is the formula to find Shape Factor Dependent on Cohesion?
The formula of Shape Factor Dependent on Cohesion is expressed as Shape Factor dependent on 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)))/(Bearing Capacity Factor dependent on Cohesion*Cohesion). Here is an example- 0.365114 = (60000-((10*2.01)+(0.5*18000*2*1.6*1.6)))/(1.93*4230).
How to calculate Shape Factor Dependent on Cohesion?
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), Bearing Capacity Factor dependent on Cohesion (Nc) & Cohesion (C) we can find Shape Factor Dependent on Cohesion using the formula - Shape Factor dependent on 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)))/(Bearing Capacity Factor dependent on Cohesion*Cohesion).
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