Mobilised Cohesion Corresponding to Local Shear Failure Calculator

✖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.ⓘ Cohesion of Soil [C_s]

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✖Mobilised Cohesion is the amount of cohesion that is resisting the shear stress.ⓘ Mobilised Cohesion Corresponding to Local Shear Failure [C_m]

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Mobilised Cohesion Corresponding to Local Shear Failure

Formula

`"C"_{"m"} = (2/3)*"C"_{"s"}`

Example

`"3333.333Pa"=(2/3)*"5.0kPa"`

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Download Terzaghi's Analysis: Shear Failure Theories Formula PDF

Mobilised Cohesion Corresponding to Local Shear Failure Solution

STEP 0: Pre-Calculation Summary

Formula Used

Mobilised Cohesion = (2/3)*Cohesion of Soil
C_m = (2/3)*C_s
This formula uses 2 Variables

Variables Used

Mobilised Cohesion - (Measured in Pascal) - Mobilised Cohesion is the amount of cohesion that is resisting the shear stress.
Cohesion of Soil - (Measured in Pascal) - 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.

STEP 1: Convert Input(s) to Base Unit

Cohesion of Soil: 5 Kilopascal --> 5000 Pascal (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

C_m = (2/3)*C_s --> (2/3)*5000

Evaluating ... ...

C_m = 3333.33333333333

STEP 3: Convert Result to Output's Unit

3333.33333333333 Pascal --> No Conversion Required

FINAL ANSWER

3333.33333333333 ≈ 3333.333 Pascal <-- Mobilised Cohesion

(Calculation completed in 00.006 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Terzaghi's Analysis: Shear Failure Theories » General and Local Shear Failure » Mobilised Cohesion Corresponding to Local Shear Failure

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

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Meerut Institute of Engineering and Technology (MIET), Meerut

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< 18 General and Local Shear Failure Calculators

Bearing Capacity Factor Dependent on Unit Weight given Dimension of Footing

Go Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(((2/3)*Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)+((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Unit Weight of Soil*Width of Footing)

Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing

Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-(((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Cohesion in Soil as Kilopascal)

Width of Footing for Local Shear Failure given Bearing Capacity Factor

Go Width of Footing = (Ultimate Bearing Capacity in Soil-(((2/3)*Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)+((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Bearing Capacity Factor dependent on Unit Weight*Unit Weight of Soil)

Cohesion of Soil for Local Shear Failure given Depth of Footing

Go Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity in Soil-(((Unit Weight of Soil*Depth of Footing in Soil)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Bearing Capacity Factor dependent on Cohesion)

Bearing Capacity Factor Dependent on Surcharge given Dimension of Footing

Go Bearing Capacity Factor dependent on Surcharge = (Ultimate Bearing Capacity-(((2/3)*Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/(Unit Weight of Soil*Depth of Footing)

Bearing capacity for Local Shear Failure given Depth of Footing

Go Ultimate Bearing Capacity = ((2/3)*Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+((Unit Weight of Soil*Depth of Footing)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)

Unit Weight of Soil given Bearing Capacity for Local Shear Failure

Go Unit Weight of Soil = (Ultimate Bearing Capacity in Soil-(((2/3)*Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Bearing Capacity Factor dependent on Unit Weight*Width of Footing)

Cohesion of Soil given Bearing Capacity for Local Shear Failure

Go Cohesion in Soil as Kilopascal = (Ultimate Bearing Capacity in Soil-((Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Bearing Capacity Factor dependent on Cohesion)

Width of Footing given Bearing Capacity for Local Shear Failure

Go Width of Footing = (Ultimate Bearing Capacity in Soil-(((2/3)*Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Bearing Capacity Factor dependent on Unit Weight*Unit Weight of Soil)

Bearing Capacity Factor Dependent on Unit Weight for Local Shear Failure

Go Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(((2/3)*Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)))/(0.5*Unit Weight of Soil*Width of Footing)

Bearing Capacity Factor Dependent on Cohesion for Local Shear Failure

Go Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity in Soil-((Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/((2/3)*Cohesion of Soil)

Bearing Capacity Factor Dependent on Surcharge for Local Shear Failure

Effective Surcharge given Bearing Capacity for Local Shear Failure

Go Effective Surcharge in KiloPascal = (Ultimate Bearing Capacity-(((2/3)*Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)))/Bearing Capacity Factor dependent on Surcharge

Bearing capacity for Local Shear Failure

Go Ultimate Bearing Capacity = ((2/3)*Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight)

Mobilised Angle of Shearing Resistance Corresponding to Local Shear Failure

Go Angle of Mobilized Friction = atan((2/3)*tan((Angle of Shearing Resistance)))

Angle of Shearing Resistance Corresponding to Local Shear Failure

Go Angle of Shearing Resistance = atan((3/2)*tan((Angle of Mobilized Friction)))

Cohesion of Soil given Mobilised Cohesion Corresponding to Local Shear Failure

Go Cohesion of Soil = (3/2)*Mobilised Cohesion

Mobilised Cohesion Corresponding to Local Shear Failure

Go Mobilised Cohesion = (2/3)*Cohesion of Soil

Mobilised Cohesion Corresponding to Local Shear Failure Formula

Mobilised Cohesion = (2/3)*Cohesion of Soil
C_m = (2/3)*C_s

What is Undrained Cohesion?

Undrained cohesion is an important parameter used in solving various Geotechnical Engineering problems. The Triaxial test is one of the most common laboratory tests used to determine undrained cohesion.

How to Calculate Mobilised Cohesion Corresponding to Local Shear Failure?

Mobilised Cohesion Corresponding to Local Shear Failure calculator uses Mobilised Cohesion = (2/3)*Cohesion of Soil to calculate the Mobilised Cohesion, The Mobilised Cohesion Corresponding to Local Shear Failure is defined as the value of mobilised cohesion when we have prior information of other parameters used. Mobilised Cohesion is denoted by C_m symbol.

How to calculate Mobilised Cohesion Corresponding to Local Shear Failure using this online calculator? To use this online calculator for Mobilised Cohesion Corresponding to Local Shear Failure, enter Cohesion of Soil (C_s) and hit the calculate button. Here is how the Mobilised Cohesion Corresponding to Local Shear Failure calculation can be explained with given input values -> 3333.333 = (2/3)*5000.

FAQ

What is Mobilised Cohesion Corresponding to Local Shear Failure?

The Mobilised Cohesion Corresponding to Local Shear Failure is defined as the value of mobilised cohesion when we have prior information of other parameters used and is represented as C_m = (2/3)*C_s or Mobilised Cohesion = (2/3)*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.

How to calculate Mobilised Cohesion Corresponding to Local Shear Failure?

The Mobilised Cohesion Corresponding to Local Shear Failure is defined as the value of mobilised cohesion when we have prior information of other parameters used is calculated using Mobilised Cohesion = (2/3)*Cohesion of Soil. To calculate Mobilised Cohesion Corresponding to Local Shear Failure, you need Cohesion of Soil (C_s). With our tool, you need to enter the respective value for Cohesion of Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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