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Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula

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

GoBearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula

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Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge. Check FAQs

N q = \frac{q f - (C s \cdot N c)}{σ s}

N_q - Bearing Capacity Factor dependent on Surcharge?q_f - Ultimate Bearing Capacity?C_s - Cohesion of Soil?N_c - Bearing Capacity Factor dependent on Cohesion?σ_s - Effective Surcharge in KiloPascal?

Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Example

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Here is how the Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil equation looks like.

0.3268 = \frac{60 - (5 \cdot 9)}{45.9}

0.3268 = \frac{60kPa - (5kPa \cdot 9)}{45.9kN/m²}

0.3268 = \frac{60 - (5 \cdot 9)}{45.9}

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Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil?

FIRST Step Consider the formula

N q = \frac{q f - (C s \cdot N c)}{σ s}

Next Step Substitute values of Variables

∴

N q = \frac{60kPa - (5kPa \cdot 9)}{45.9kN/m²}

Next Step Convert Units

∴

N q = \frac{60000Pa - (5000Pa \cdot 9)}{45900Pa}

Next Step Prepare to Evaluate

∴

N q = \frac{60000 - (5000 \cdot 9)}{45900}

Next Step Evaluate

∴

N q = 0.326797385620915

LAST Step Rounding Answer

∴

N q = 0.3268

Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula Elements

Variables

Bearing Capacity Factor dependent on Surcharge

Bearing Capacity Factor dependent on Surcharge is a constant whose value depends upon surcharge.

Symbol: N_q

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Surcharge

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: q_f

Measurement: PressureUnit: kPa

Note: Value should be greater than 0.

Formulas to find Ultimate Bearing Capacity

Cohesion of Soil

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.

Symbol: C_s

Measurement: PressureUnit: kPa

Note: Value should be greater than 0.

Formulas to find Cohesion of Soil

Bearing Capacity Factor dependent on Cohesion

Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.

Symbol: N_c

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Cohesion

Effective Surcharge in KiloPascal

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.

Symbol: σ_s

Measurement: PressureUnit: kN/m²

Note: Value should be greater than 0.

Formulas to find Effective Surcharge in KiloPascal

Other Formulas to find Bearing Capacity Factor dependent on Surcharge

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

N q = \frac{q f - (C s \cdot N c)}{γ \cdot D}

Go Bearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance

N q = (\frac{N c}{\cot (\frac{φ \cdot π}{180})}) + 1

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

Go Bearing Capacity for Purely Cohesive Soil

q f = ((C s \cdot N c) + (σ s \cdot N q))

Go Cohesion of Soil given Bearing Capacity for Purely Cohesive Soil

C s = \frac{q fc - (σ s \cdot N q)}{N c}

Go Bearing Capacity Factor Dependent on cohesion for Purely Cohesive Soil

N c = \frac{q fc - ((σ s) \cdot N q)}{C s}

Go Effective Surcharge given Bearing Capacity for Purely Cohesive Soil

σ s = \frac{q f - (C s \cdot N c)}{N q}

How to Evaluate Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil?

Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil evaluator uses Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Effective Surcharge in KiloPascal to evaluate the Bearing Capacity Factor dependent on Surcharge, The Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil is defined as influenced by surcharge load, indicating its sensitivity to external loading conditions. Bearing Capacity Factor dependent on Surcharge is denoted by N_q symbol.

How to evaluate Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil, enter Ultimate Bearing Capacity (q_f), Cohesion of Soil (C_s), Bearing Capacity Factor dependent on Cohesion (N_c) & Effective Surcharge in KiloPascal (σ_s) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil

What is the formula to find Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil?

The formula of Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil is expressed as Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Effective Surcharge in KiloPascal. Here is an example- 0.326797 = (60000-(5000*9))/45900.

How to calculate Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil?

With Ultimate Bearing Capacity (q_f), Cohesion of Soil (C_s), Bearing Capacity Factor dependent on Cohesion (N_c) & Effective Surcharge in KiloPascal (σ_s) we can find Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil using the formula - Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion))/Effective Surcharge in KiloPascal.

What are the other ways to Calculate Bearing Capacity Factor dependent on Surcharge?

Here are the different ways to Calculate Bearing Capacity Factor dependent on Surcharge-

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)
Bearing Capacity Factor dependent on Surcharge=(Bearing Capacity Factor dependent on Cohesion/cot((Angle of Shearing Resistance*pi)/180))+1

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Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula

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

​GoBearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula

Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Example

Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Solution

Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil Formula Elements

Other Formulas to find Bearing Capacity Factor dependent on Surcharge

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

How to Evaluate Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil?

FAQs on Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil

Variable Name

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

GoBearing Capacity Factor Dependent on Surcharge given Angle of Shearing Resistance Formula