Mobilized Cohesion given Stability Number for Cohesive Soil Solution

STEP 0: Pre-Calculation Summary
Formula Used
Mobilized Cohesion for Cohesive Soil = (Stability Number*Unit Weight of Soil*Depth at Mobilized Cohesion)
Cc = (Sn*γ*H)
This formula uses 4 Variables
Variables Used
Mobilized Cohesion for Cohesive Soil - (Measured in Pascal) - Mobilized Cohesion for Cohesive Soil is the effective shear strength contributed by cohesive soils when subjected to shear stresses.
Stability Number - Stability Number is a parameter used to assess the stability of slopes, particularly in soil mechanics and geotechnical analyses.
Unit Weight of Soil - (Measured in Kilonewton per Cubic Meter) - Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Depth at Mobilized Cohesion - (Measured in Meter) - Depth at Mobilized Cohesion is the depth at which mobilized cohesion is considered.
STEP 1: Convert Input(s) to Base Unit
Stability Number: 2.01 --> No Conversion Required
Unit Weight of Soil: 18 Kilonewton per Cubic Meter --> 18 Kilonewton per Cubic Meter No Conversion Required
Depth at Mobilized Cohesion: 2.9 Meter --> 2.9 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Cc = (Sn*γ*H) --> (2.01*18*2.9)
Evaluating ... ...
Cc = 104.922
STEP 3: Convert Result to Output's Unit
104.922 Pascal --> No Conversion Required
FINAL ANSWER
104.922 Pascal <-- Mobilized Cohesion for Cohesive Soil
(Calculation completed in 00.004 seconds)

Credits

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Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Verified by Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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Stability Analysis of Infinite Slopes Calculators

Normal Stress given Shear Stress of Cohesionless Soil
​ LaTeX ​ Go Normal Stress in Mega Pascal = Shear Stress for Factor of Safety*cot((Angle of Inclination))
Normal Stress given Shear Strength of Cohesionless Soil
​ LaTeX ​ Go Normal Stress in Mega Pascal = Shear Strength/tan((Angle of Internal Friction))
Shear Strength of Cohesionless Soil
​ LaTeX ​ Go Shear Strength = Normal Stress in Mega Pascal*tan((Angle of Internal Friction))
Angle of Internal Friction given Shear Strength of Cohesionless Soil
​ LaTeX ​ Go Angle of Internal Friction = atan(Shear Strength/Normal Stress in Mega Pascal)

Mobilized Cohesion given Stability Number for Cohesive Soil Formula

​LaTeX ​Go
Mobilized Cohesion for Cohesive Soil = (Stability Number*Unit Weight of Soil*Depth at Mobilized Cohesion)
Cc = (Sn*γ*H)

What is Stability Number?

It is the method used to evaluate slope stability for homogeneous soils having cohesion. This method is proposed by the Taylor.

How to Calculate Mobilized Cohesion given Stability Number for Cohesive Soil?

Mobilized Cohesion given Stability Number for Cohesive Soil calculator uses Mobilized Cohesion for Cohesive Soil = (Stability Number*Unit Weight of Soil*Depth at Mobilized Cohesion) to calculate the Mobilized Cohesion for Cohesive Soil, The Mobilized Cohesion given Stability Number for Cohesive Soil formula is defined as the force resisting soil particle movement when stability number for cohesive soil is reached, preventing deformation. Mobilized Cohesion for Cohesive Soil is denoted by Cc symbol.

How to calculate Mobilized Cohesion given Stability Number for Cohesive Soil using this online calculator? To use this online calculator for Mobilized Cohesion given Stability Number for Cohesive Soil, enter Stability Number (Sn), Unit Weight of Soil (γ) & Depth at Mobilized Cohesion (H) and hit the calculate button. Here is how the Mobilized Cohesion given Stability Number for Cohesive Soil calculation can be explained with given input values -> 104.922 = (2.01*18000*2.9).

FAQ

What is Mobilized Cohesion given Stability Number for Cohesive Soil?
The Mobilized Cohesion given Stability Number for Cohesive Soil formula is defined as the force resisting soil particle movement when stability number for cohesive soil is reached, preventing deformation and is represented as Cc = (Sn*γ*H) or Mobilized Cohesion for Cohesive Soil = (Stability Number*Unit Weight of Soil*Depth at Mobilized Cohesion). Stability Number is a parameter used to assess the stability of slopes, particularly in soil mechanics and geotechnical analyses, Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil & Depth at Mobilized Cohesion is the depth at which mobilized cohesion is considered.
How to calculate Mobilized Cohesion given Stability Number for Cohesive Soil?
The Mobilized Cohesion given Stability Number for Cohesive Soil formula is defined as the force resisting soil particle movement when stability number for cohesive soil is reached, preventing deformation is calculated using Mobilized Cohesion for Cohesive Soil = (Stability Number*Unit Weight of Soil*Depth at Mobilized Cohesion). To calculate Mobilized Cohesion given Stability Number for Cohesive Soil, you need Stability Number (Sn), Unit Weight of Soil (γ) & Depth at Mobilized Cohesion (H). With our tool, you need to enter the respective value for Stability Number, Unit Weight of Soil & Depth at Mobilized Cohesion 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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