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 Completely Restrained
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
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

2 Other formulas that calculate the same Output

Coefficient of Passive Pressure when Thrust of Soil are Free to Move only a Small Amount is Given
Coefficient of passive pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2) GO
Coefficient of Passive Pressure when Angle of Internal Friction of Soil is Given
Coefficient of passive pressure=(tan((45*pi/180)-(Angle of internal friction/2)))^2 GO

Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given Formula

Coefficient of passive pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2)
K<sub>P</sub>=(2*P)/(γ*(h<sub>w</sub>)^2)
More formulas
Total Thrust from the Soil that are Free to Move GO
Unit Weight of Soil when Total Thrust from the Soil that are Free to Move is Given GO
Total Height of Wall when Total Thrust from the Soil that are Free to Move is Given GO
Total Thrust from the Soil when the Surface Behind the Wall is Level GO
Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given GO
Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given GO
Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given GO
Coefficient of Active Pressure when Angle of Internal Friction of Soil is Given GO
Angle of Internal Friction of Soil when Coefficient of Active Pressure is Given GO
Total Thrust from the Soil that are Completely Restrained GO
Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained is Given GO
Total Height of Wall when Total Thrust from the Soil that are Completely Restrained is Given GO
Total Thrust from the Soil that are Completely Restrained and Surface is Level GO
Unit Weight of Soil when Thrust of Soil that are Completely Restrained and Surface is Level is Given GO
Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given GO
Coefficient of Passive Pressure when Angle of Internal Friction of Soil is Given GO
Angle of Internal Friction of Soil when Coefficient of Passive Pressure is Given GO

What is coefficient of passive pressure ?

The passive pressure coefficient Kp is defined as the ratio of the horizontal to vertical stress. The image below shows schematically the pressure states of a soil mass, as well as the Rankine formula of Kp for granular soils, where ϕ is the internal friction angle.

How to Calculate Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given?

Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given calculator uses Coefficient of passive pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2) to calculate the Coefficient of passive pressure, The Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given formula is defined as the ratio of the horizontal to vertical stress. Coefficient of passive pressure and is denoted by KP symbol.

How to calculate Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given using this online calculator? To use this online calculator for Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given, enter Total thrust of soil (P), unit weight of soil (γ) and Total height of wall (hw) and hit the calculate button. Here is how the Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given calculation can be explained with given input values -> 2222.222 = (2*10000)/(1*(3)^2).

FAQ

What is Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given?
The Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given formula is defined as the ratio of the horizontal to vertical stress and is represented as KP=(2*P)/(γ*(hw)^2) or Coefficient of passive pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2). Total thrust of soil is the force acting on unit length of soil, unit weight of soil is the weight of soil used per unit i.e total weight of the soil divided by total volume and Total height of wall which is under the consideration.
How to calculate Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given?
The Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given formula is defined as the ratio of the horizontal to vertical stress is calculated using Coefficient of passive pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2). To calculate Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given, you need Total thrust of soil (P), unit weight of soil (γ) and Total height of wall (hw). With our tool, you need to enter the respective value for Total thrust of soil, unit weight of soil and Total height of wall 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 Coefficient of passive pressure?
In this formula, Coefficient of passive pressure uses Total thrust of soil, unit weight of soil and Total height of wall. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Coefficient of passive pressure=(tan((45*pi/180)-(Angle of internal friction/2)))^2
  • Coefficient of passive pressure=(2*Total thrust of soil)/(unit weight of soil*(Total height of wall)^2)
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