Cohesive Force along Slip Plane Solution

STEP 0: Pre-Calculation Summary
Formula Used
Cohesive Force in KN = Mobilized Cohesion in Soil Mechanics*Length of Slip Plane
Fc = cm*L
This formula uses 3 Variables
Variables Used
Cohesive Force in KN - (Measured in Newton) - Cohesive Force in KN is a generic term for the collective intermolecular forces in KN.
Mobilized Cohesion in Soil Mechanics - (Measured in Pascal) - Mobilized Cohesion in Soil Mechanics is the amount of cohesion that is resisting the shear stress.
Length of Slip Plane - (Measured in Meter) - Length of Slip Plane is the length of plane along which failure may occur.
STEP 1: Convert Input(s) to Base Unit
Mobilized Cohesion in Soil Mechanics: 0.3 Kilonewton per Square Meter --> 300 Pascal (Check conversion ​here)
Length of Slip Plane: 5 Meter --> 5 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Fc = cm*L --> 300*5
Evaluating ... ...
Fc = 1500
STEP 3: Convert Result to Output's Unit
1500 Newton -->1.5 Kilonewton (Check conversion ​here)
FINAL ANSWER
1.5 Kilonewton <-- Cohesive Force in KN
(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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Meerut Institute of Engineering and Technology (MIET), Meerut
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25 Slope Stability Analysis using Culman's Method Calculators

Height from Toe of Wedge to Top of Wedge given Factor of Safety
​ Go Height from Toe of Wedge to Top of Wedge = (Effective Cohesion in Geotech as Kilopascal/((1/2)*(Factor of Safety in Soil Mechanics-(tan((Angle of Internal Friction*pi)/180)/tan((Critical Slope Angle in Soil Mechanics*pi)/180)))*Unit Weight of Soil*(sin(((Angle of Inclination to Horizontal in Soil-Critical Slope Angle in Soil Mechanics)*pi)/180)/sin((Angle of Inclination to Horizontal in Soil*pi)/180))*sin((Critical Slope Angle in Soil Mechanics*pi)/180)))
Cohesion of Soil given Angle of Inclination and Slope angle
​ Go Effective Cohesion in Geotech as Kilopascal = (Factor of Safety in Soil Mechanics-(tan((Angle of Internal Friction*pi)/180)/tan((Slope Angle*pi)/180)))*((1/2)*Unit Weight of Soil*Height from Toe of Wedge to Top of Wedge*(sin(((Angle of Inclination to Horizontal in Soil-Slope Angle)*pi)/180)/sin((Angle of Inclination to Horizontal in Soil*pi)/180))*sin((Slope Angle*pi)/180))
Mobilized Cohesion given Angle of Mobilized Friction
​ Go Mobilized Cohesion in Soil Mechanics = (0.5*cosec((Angle of Inclination to Horizontal in Soil*pi)/180)*sec((Angle of Mobilized Friction in Soil Mechanics*pi)/180)*sin(((Angle of Inclination to Horizontal in Soil-Slope Angle in Soil Mechanics)*pi)/180)*sin(((Slope Angle in Soil Mechanics-Angle of Mobilized Friction in Soil Mechanics)*pi)/180))*(Unit Weight of Soil*Height from Toe of Wedge to Top of Wedge)
Height from Toe to Top of Wedge given Angle of Mobilized Friction
​ Go Height from Toe of Wedge to Top of Wedge = Mobilized Cohesion in Soil Mechanics/(0.5*cosec((Angle of Inclination to Horizontal in Soil*pi)/180)*sec((Angle of Mobilized Friction in Soil Mechanics*pi)/180)*sin(((Angle of Inclination to Horizontal in Soil-Slope Angle)*pi)/180)*sin(((Slope Angle in Soil Mechanics-Angle of Mobilized Friction in Soil Mechanics)*pi)/180)*Unit Weight of Soil)
Mobilized Cohesion given Safe Height from Toe to Top of Wedge
​ Go Mobilized Cohesion in Kilopascal = Height from Toe of Wedge to Top of Wedge/(4*sin((Angle of Inclination in Soil Mechanics*pi)/180)*cos((Angle of Mobilized Friction in Soil Mechanics*pi)/180))/(Unit Weight of Water in Soil Mechanics*(1-cos(((Angle of Inclination in Soil Mechanics-Angle of Mobilized Friction in Soil Mechanics)*pi)/180)))
Safe Height from Toe to Top of Wedge
​ Go Height from Toe of Wedge to Top of Wedge = (4*Mobilized Cohesion in Soil Mechanics*sin((Angle of Inclination to Horizontal in Soil*pi)/180)*cos((Angle of Mobilized Friction in Soil Mechanics*pi)/180))/(Unit Weight of Soil*(1-cos(((Angle of Inclination to Horizontal in Soil-Angle of Mobilized Friction in Soil Mechanics)*pi)/180)))
Factor of Safety given Length of Slip Plane
​ Go Factor of Safety in Soil Mechanics = ((Cohesion in Soil*Length of Slip Plane)/(Weight of Wedge in Newton*sin((Critical Slope Angle in Soil Mechanics*pi)/180)))+(tan((Angle of Internal Friction*pi)/180)/tan((Critical Slope Angle in Soil Mechanics*pi)/180))
Height from Toe of Wedge to Top of Wedge given Weight of Wedge
​ Go Height from Toe of Wedge to Top of Wedge = Weight of Wedge in Kilonewton/((Unit Weight of Soil*Length of Slip Plane*(sin(((Angle of Inclination in Soil Mechanics-Slope Angle)*pi)/180)))/(2*sin((Angle of Inclination in Soil Mechanics*pi)/180)))
Length of Slip Plane given Shear Strength along Slip Plane
​ Go Length of Slip Plane = (Shear Strength of Soil-(Weight of Wedge*cos((Slope Angle in Soil Mechanics*pi)/180)*tan((Angle of Internal Friction*pi)/180)))/Cohesion in Soil
Height from Toe of Wedge to Top of Wedge
​ Go Height from Toe of Wedge to Top of Wedge = Height of Wedge/((sin(((Angle of Inclination in Soil Mechanics-Slope Angle)*pi)/180))/sin((Angle of Inclination in Soil Mechanics*pi)/180))
Height of Wedge of Soil given Angle of Inclination and Slope angle
​ Go Height of Wedge = (Height from Toe of Wedge to Top of Wedge*sin(((Angle of Inclination in Soil Mechanics-Slope Angle)*pi)/180))/sin((Angle of Inclination in Soil Mechanics*pi)/180)
Shear Strength along Slip Plane
​ Go Shear Strength = (Cohesion of Soil*Length of Slip Plane)+(Weight of Wedge*cos((Slope Angle*pi)/180)*tan((Angle of Internal Friction*pi)/180))
Slope Angle given Shear Strength along Slip Plane
​ Go Slope Angle in Soil Mechanics = acos((Shear Strength-(Cohesion of Soil*Length of Slip Plane))/(Weight of Wedge in Newton*tan((Angle of Internal Friction*pi)/180)))
Angle of Internal Friction given Effective Normal Stress
​ Go Angle of Internal Friction of Soil = atan((Factor of Safety in Soil Mechanics*Shear Stress of Soil in Megapascal)/Effective Normal Stress of Soil in Megapascal)
Slope Angle given Shear Stress along Slip Plane
​ Go Slope Angle in Soil Mechanics = asin(Average Shear Stress on Shear Plane in Soil Mech/Weight of Wedge in Newton)
Length of Slip Plane given Weight of Wedge of Soil
​ Go Length of Slip Plane = Weight of Wedge in Kilonewton/((Height of Wedge*Unit Weight of Soil)/2)
Height of Wedge of Soil given Weight of Wedge
​ Go Height of Wedge = Weight of Wedge in Kilonewton/((Length of Slip Plane*Unit Weight of Soil)/2)
Unit Weight of Soil given Weight of Wedge
​ Go Unit Weight of Soil = Weight of Wedge in Kilonewton/((Length of Slip Plane*Height of Wedge)/2)
Weight of Wedge of Soil
​ Go Weight of Wedge in Kilonewton = (Length of Slip Plane*Height of Wedge*Unit Weight of Soil)/2
Angle of Mobilized Friction given Critical Slope Angle
​ Go Angle of Mobilized Friction = (2*Critical Slope Angle in Soil Mechanics)-Angle of Inclination to Horizontal in Soil
Critical Slope Angle given Angle of Inclination
​ Go Critical Slope Angle in Soil Mechanics = (Angle of Inclination to Horizontal in Soil+Angle of Mobilized Friction)/2
Angle of Inclination given Critical Slope Angle
​ Go Angle of Inclination to Horizontal in Soil = (2*Critical Slope Angle in Soil Mechanics)-Angle of Mobilized Friction
Mobilized Cohesion given Cohesive Force along Slip Plane
​ Go Mobilized Cohesion in Soil Mechanics = Cohesive Force in KN/Length of Slip Plane
Cohesive Force along Slip Plane
​ Go Cohesive Force in KN = Mobilized Cohesion in Soil Mechanics*Length of Slip Plane
Length of Slip Plane given Cohesive Force along Slip Plane
​ Go Length of Slip Plane = Cohesive Force in KN/Mobilized Cohesion in Kilopascal

Cohesive Force along Slip Plane Formula

Cohesive Force in KN = Mobilized Cohesion in Soil Mechanics*Length of Slip Plane
Fc = cm*L

What is Cohesive Force?

The term "cohesive forces" is a generic term for the collective intermolecular forces (e.g., hydrogen bonding and van der Waals forces) responsible for the bulk property of liquids resisting separation. Specifically, these attractive forces exist between molecules of the same substance.

How to Calculate Cohesive Force along Slip Plane?

Cohesive Force along Slip Plane calculator uses Cohesive Force in KN = Mobilized Cohesion in Soil Mechanics*Length of Slip Plane to calculate the Cohesive Force in KN, The Cohesive force along Slip Plane is defined as the value of cohesive force when we have prior information of other parameters used. Cohesive Force in KN is denoted by Fc symbol.

How to calculate Cohesive Force along Slip Plane using this online calculator? To use this online calculator for Cohesive Force along Slip Plane, enter Mobilized Cohesion in Soil Mechanics (cm) & Length of Slip Plane (L) and hit the calculate button. Here is how the Cohesive Force along Slip Plane calculation can be explained with given input values -> 0.0015 = 300*5.

FAQ

What is Cohesive Force along Slip Plane?
The Cohesive force along Slip Plane is defined as the value of cohesive force when we have prior information of other parameters used and is represented as Fc = cm*L or Cohesive Force in KN = Mobilized Cohesion in Soil Mechanics*Length of Slip Plane. Mobilized Cohesion in Soil Mechanics is the amount of cohesion that is resisting the shear stress & Length of Slip Plane is the length of plane along which failure may occur.
How to calculate Cohesive Force along Slip Plane?
The Cohesive force along Slip Plane is defined as the value of cohesive force when we have prior information of other parameters used is calculated using Cohesive Force in KN = Mobilized Cohesion in Soil Mechanics*Length of Slip Plane. To calculate Cohesive Force along Slip Plane, you need Mobilized Cohesion in Soil Mechanics (cm) & Length of Slip Plane (L). With our tool, you need to enter the respective value for Mobilized Cohesion in Soil Mechanics & Length of Slip Plane 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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