FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Formula

GoBearing Capacity for Purely Cohesive Soil Formula

GoBearing Capacity for Purely Cohesive Soil given Value of Bearing Capacity Factor Formula

Fx Copy

LaTeX Copy

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. Check FAQs

q f = (5.7 \cdot C s) + σ s

q_f - Ultimate Bearing Capacity?C_s - Cohesion of Soil?σ_s - Effective Surcharge in KiloPascal?

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Example

With values

With units

Only example

Here is how the Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil equation looks like with Values.

Here is how the Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil equation looks like with Units.

Here is how the Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil equation looks like.

74.4 = (5.7 \cdot 5) + 45.9

74.4kPa = (5.7 \cdot 5kPa) + 45.9kN/m²

74.4 = (5.7 \cdot 5) + 45.9

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Geotechnical Engineering » fx Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Solution

Follow our step by step solution on how to calculate Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil?

FIRST Step Consider the formula

q f = (5.7 \cdot C s) + σ s

Next Step Substitute values of Variables

∴

q f = (5.7 \cdot 5kPa) + 45.9kN/m²

Next Step Convert Units

∴

q f = (5.7 \cdot 5000Pa) + 45900Pa

Next Step Prepare to Evaluate

∴

q f = (5.7 \cdot 5000) + 45900

Next Step Evaluate

∴

q f = 74400Pa

LAST Step Convert to Output's Unit

∴

q f = 74.4kPa

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Formula Elements

Variables

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

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 Ultimate Bearing Capacity

Go Bearing Capacity for Purely Cohesive Soil

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

Go Bearing Capacity for Purely Cohesive Soil given Value of Bearing Capacity Factor

q f = ((C s \cdot 5.7) + (σ s))

Go Bearing Capacity for Purely Cohesive Soil given Depth of Footing

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

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

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}

Go Bearing Capacity Factor Dependent on Surcharge for Purely Cohesive Soil

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

How to Evaluate Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil?

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil evaluator uses Ultimate Bearing Capacity = (5.7*Cohesion of Soil)+Effective Surcharge in KiloPascal to evaluate the Ultimate Bearing Capacity, The Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil is defined as the maximum pressure it can support, determined by its unit weight and cohesion. Ultimate Bearing Capacity is denoted by q_f symbol.

How to evaluate Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil using this online evaluator? To use this online evaluator for Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil, enter Cohesion of Soil (C_s) & Effective Surcharge in KiloPascal (σ_s) and hit the calculate button.

FAQs on Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil

What is the formula to find Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil?

The formula of Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil is expressed as Ultimate Bearing Capacity = (5.7*Cohesion of Soil)+Effective Surcharge in KiloPascal. Here is an example- 0.0744 = (5.7*5000)+45900.

How to calculate Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil?

With Cohesion of Soil (C_s) & Effective Surcharge in KiloPascal (σ_s) we can find Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil using the formula - Ultimate Bearing Capacity = (5.7*Cohesion of Soil)+Effective Surcharge in KiloPascal.

What are the other ways to Calculate Ultimate Bearing Capacity?

Here are the different ways to Calculate Ultimate Bearing Capacity-

Ultimate Bearing Capacity=((Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))
Ultimate Bearing Capacity=((Cohesion of Soil*5.7)+(Effective Surcharge in KiloPascal))
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))

Can the Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil be negative?

No, the Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil, measured in Pressure cannot be negative.

Which unit is used to measure Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil?

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil 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 Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Formula

​GoBearing Capacity for Purely Cohesive Soil Formula

​GoBearing Capacity for Purely Cohesive Soil given Value of Bearing Capacity Factor Formula

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Example

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Solution

Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil Formula Elements

Other Formulas to find Ultimate Bearing Capacity

Other formulas in Terzaghi's Analysis Purely Cohesive Soil category

How to Evaluate Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil?

FAQs on Bearing Capacity for Purely Cohesive Soil given Unit Weight of Soil

Variable Name

GoBearing Capacity for Purely Cohesive Soil Formula

GoBearing Capacity for Purely Cohesive Soil given Value of Bearing Capacity Factor Formula