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 Completely Restrained 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
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 Completely Restrained 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
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
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

6 Other formulas that calculate the same Output

Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained 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
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
Unit Weight of the 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*Coefficient of active pressure)+((4*Cohesion)/(Total height of wall*sqrt(Coefficient of active pressure)))) GO
Unit Weight of Soil when Thrust of Soil that are Completely Restrained and Surface is Level is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive pressure) GO
Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given
unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive 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

Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given Formula

unit weight of soil=((2*Total thrust of soil/(Total height of wall)^2)+(4*Cohesion/Total height of wall))
γ=((2*P/(h<sub>w</sub>)^2)+(4*c/h<sub>w</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
Cohesion of 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
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 unit weight of soil ?

In soil engineering, unit weight for a soil is a property of a soil which is used to solve the problems related to the earthwork. Unit weight is also known by the name specific weight. Unit weight of the soil is the total weight of the soil divided by total volume. Total weight of soil also includes weight of water.

How to Calculate Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given?

Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given calculator uses unit weight of soil=((2*Total thrust of soil/(Total height of wall)^2)+(4*Cohesion/Total height of wall)) to calculate the unit weight of soil, The Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given formula is defined as ratio of weight of soil to volume of soil . unit weight of soil and is denoted by γ symbol.

How to calculate Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given using this online calculator? To use this online calculator for Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given, enter Total thrust of soil (P), Total height of wall (hw) and Cohesion (c) and hit the calculate button. Here is how the Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given calculation can be explained with given input values -> 8888.889 = ((2*10000/(3)^2)+(4*5000/3)).

FAQ

What is Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given?
The Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given formula is defined as ratio of weight of soil to volume of soil and is represented as γ=((2*P/(hw)^2)+(4*c/hw)) or unit weight of soil=((2*Total thrust of soil/(Total height of wall)^2)+(4*Cohesion/Total height of wall)). Total thrust of soil is the force acting on unit length of soil, Total height of wall which is under the consideration and Cohesion is the ability to stay or fit together well.
How to calculate Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given?
The Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given formula is defined as ratio of weight of soil to volume of soil is calculated using unit weight of soil=((2*Total thrust of soil/(Total height of wall)^2)+(4*Cohesion/Total height of wall)). To calculate Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given, you need Total thrust of soil (P), Total height of wall (hw) and Cohesion (c). With our tool, you need to enter the respective value for Total thrust of soil, Total height of wall and Cohesion 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 unit weight of soil?
In this formula, unit weight of soil uses Total thrust of soil, Total height of wall and Cohesion. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • 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)))
  • unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of active pressure)
  • 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)))
  • unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive pressure)
  • unit weight of soil=((2*Total thrust of soil)/((Total height of wall)^2*Coefficient of active pressure)+((4*Cohesion)/(Total height of wall*sqrt(Coefficient of active pressure))))
  • unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive pressure)
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