Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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11 Other formulas that you can solve using the same Inputs

Total Height of Wall when Total Thrust from the Soil that are Free to Move is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil *cos(Angle of inclination)*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))))) GO
Unit Weight of Soil when Total Thrust from the Soil that are Free to Move is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*cos(Angle of inclination))*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))) GO
Total Thrust from the Soil that are Free to Move
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*cos(Angle of inclination))*((cos(Angle of inclination)-sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))/(cos(Angle of inclination)+sqrt((cos(Angle of inclination))^2-(cos(Angle of internal friction))^2))) GO
Net Bearing Capacity of a Long Footing in Foundation Stability Analysis
Net Bearing Capacity=(alpha footing factor*undrained shear strength of soil*value of Nc)+(effective vertical shear stress*value of Nq)+(beta footing factor*unit weight of soil*Width of the Footing*value of Nγ) GO
Void Ratio of Soil when Saturated Unit Weight is Given
Void ratio=(((Specific gravity of the soil*unit weight of soil)-Saturated unit weight)/(Saturated unit weight-Unit weight of water)) GO
Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Total height of wall=sqrt((2*Total thrust of soil)/(unit weight of soil*Coefficient of active pressure)) GO
Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of active pressure) GO
Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given
Coefficient of active pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2) GO
Total Thrust from the Soil when the Surface Behind the Wall is Level
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of active pressure) GO
Minimum Horizontal Reinforcement
Horizontal reinforcement=(0.0025+0.5*(2.5-(Total height of wall/Horizontal length of wall))) GO
Angle of Internal Friction of Soil when Coefficient of Active Pressure is Given
Angle of internal friction=((90*pi)/180-2*arctan(sqrt(Coefficient of active pressure))) GO

1 Other formulas that calculate the same Output

Cohesion of soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given
Cohesion=((0.25*unit weight of soil*Total height of wall)-(0.5*Total thrust of soil/Total height of wall)) GO

Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given Formula

Cohesion=(0.25*unit weight of soil*Total height of wall*sqrt(Coefficient of active pressure))-(0.5*Total thrust of soil/Total height of wall*sqrt(Coefficient of active pressure))
c=(0.25*γ*h<sub>w</sub>*sqrt(K<sub>A</sub>))-(0.5*P/h<sub>w</sub>*sqrt(K<sub>A</sub>))
More formulas
Total Thrust from the Soil that are Free to Move a Considerable Amount GO
Unit Weight of the Soil when Total Thrust from the Soil that are Free to Move is Given GO
Total Thrust from the Soil with Small Angles of Internal Friction GO
Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given GO
Cohesion of soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given GO
Total Thrust from the Soil that are Free to Move only a Small Amount GO
Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given GO
Height of Wall when Total Thrust of the Soil that are Free to Move only a Small Amount is Given GO
Coefficient of Passive Pressure when Thrust of Soil are Free to Move only a Small Amount is Given GO

What is cohesive soil ?

"Cohesive soil" means clay (fine grained soil), or soil with a high clay content, which has cohesive strength. Cohesive soil does not crumble, can be excavated with vertical side slopes, and is plastic when moist. Cohesive soil is hard to break up when dry, and exhibits significant cohesion when submerged.

How to Calculate Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given?

Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given calculator uses Cohesion=(0.25*unit weight of soil*Total height of wall*sqrt(Coefficient of active pressure))-(0.5*Total thrust of soil/Total height of wall*sqrt(Coefficient of active pressure)) to calculate the Cohesion, The Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given formula is defined as the ability to stay or fit together well. Cohesion and is denoted by c symbol.

How to calculate Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given using this online calculator? To use this online calculator for Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given, enter unit weight of soil (γ), Total height of wall (hw), Coefficient of active pressure (KA) and Total thrust of soil (P) and hit the calculate button. Here is how the Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given calculation can be explained with given input values -> -3.725103 = (0.25*1*3*sqrt(5))-(0.5*10000/3*sqrt(5)).

FAQ

What is Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given?
The Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given formula is defined as the ability to stay or fit together well and is represented as c=(0.25*γ*hw*sqrt(KA))-(0.5*P/hw*sqrt(KA)) or Cohesion=(0.25*unit weight of soil*Total height of wall*sqrt(Coefficient of active pressure))-(0.5*Total thrust of soil/Total height of wall*sqrt(Coefficient of active pressure)). unit weight of soil is the weight of soil used per unit i.e total weight of the soil divided by total volume, Total height of wall which is under the consideration, Coefficient of active pressure is the ratio of horizontal and vertical principal effective stresses when a retaining wall moves away (by a small amount) from the retained soil and Total thrust of soil is the force acting on unit length of soil.
How to calculate Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given?
The Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given formula is defined as the ability to stay or fit together well is calculated using Cohesion=(0.25*unit weight of soil*Total height of wall*sqrt(Coefficient of active pressure))-(0.5*Total thrust of soil/Total height of wall*sqrt(Coefficient of active pressure)). To calculate Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given, you need unit weight of soil (γ), Total height of wall (hw), Coefficient of active pressure (KA) and Total thrust of soil (P). With our tool, you need to enter the respective value for unit weight of soil, Total height of wall, Coefficient of active pressure and Total thrust of soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Cohesion?
In this formula, Cohesion uses unit weight of soil, Total height of wall, Coefficient of active pressure and Total thrust of soil. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Cohesion=((0.25*unit weight of soil*Total height of wall)-(0.5*Total thrust of soil/Total height of wall))
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