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Total Thrust from the Soil with Small Angles of Internal Friction Calculator

Category Engineering ↺
Engineering Civil ↺
Civil Soil and Earthwork ↺
Soil-And-Earthwork Lateral Pressure of Cohesive Soils ↺
✖unit weight of soil is the weight of soil used per unit i.e total weight of the soil divided by total volume.ⓘ unit weight of soil [γ]
+10%
-10%
✖Total height of wall which is under the consideration.ⓘ Total height of wall [hw]
+10%
-10%
✖Cohesion is the ability to stay or fit together well.ⓘ Cohesion [c]
+10%
-10%
✖Total thrust of soil is the force acting on unit length of soil.ⓘ Total Thrust from the Soil with Small Angles of Internal Friction [P]
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Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
Suraj Kumar has created this Calculator and 400+ more calculators!
Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has verified this Calculator and 500+ more calculators!

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

6 Other formulas that calculate the same Output

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 Thrust from the Soil that are Free to Move a Considerable Amount
Total thrust of soil=((0.5*unit weight of soil*(Total height of wall)^2*Coefficient of active pressure)-(2*Cohesion*Total height of wall*sqrt(Coefficient of active pressure))) GO
Total Thrust from the Soil that are Completely Restrained and Surface is Level
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of passive pressure) GO
Total Thrust from the Soil that are Free to Move only a Small Amount
Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of passive pressure) 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

Total Thrust from the Soil with Small Angles of Internal Friction Formula

Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2)-(2*Cohesion*Total height of wall)
P=(0.5*γ*(h<sub>w</sub>)^2)-(2*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
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 angle of internal friction ?

A measure of the ability of a unit of rock or soil to withstand a shear stress. It is the angle (φ), measured between the normal force (N) and resultant force (R), that is attained when failure just occurs in response to a shearing stress (S).

How to Calculate Total Thrust from the Soil with Small Angles of Internal Friction?

Total Thrust from the Soil with Small Angles of Internal Friction calculator uses Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2)-(2*Cohesion*Total height of wall) to calculate the Total thrust of soil, The Total Thrust from the Soil with Small Angles of Internal Friction formula is defined as the force applied per unit length of the wall under consideration . Total thrust of soil and is denoted by P symbol.

How to calculate Total Thrust from the Soil with Small Angles of Internal Friction using this online calculator? To use this online calculator for Total Thrust from the Soil with Small Angles of Internal Friction, enter unit weight of soil (γ), Total height of wall (hw) and Cohesion (c) and hit the calculate button. Here is how the Total Thrust from the Soil with Small Angles of Internal Friction calculation can be explained with given input values -> -29.9955 = (0.5*1*(3)^2)-(2*5000*3).

FAQ

What is Total Thrust from the Soil with Small Angles of Internal Friction?
The Total Thrust from the Soil with Small Angles of Internal Friction formula is defined as the force applied per unit length of the wall under consideration and is represented as P=(0.5*γ*(hw)^2)-(2*c*hw) or Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2)-(2*Cohesion*Total height of wall). 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 and Cohesion is the ability to stay or fit together well.
How to calculate Total Thrust from the Soil with Small Angles of Internal Friction?
The Total Thrust from the Soil with Small Angles of Internal Friction formula is defined as the force applied per unit length of the wall under consideration is calculated using Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2)-(2*Cohesion*Total height of wall). To calculate Total Thrust from the Soil with Small Angles of Internal Friction, you need unit weight of soil (γ), Total height of wall (hw) and Cohesion (c). With our tool, you need to enter the respective value for unit weight 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 Total thrust of soil?
In this formula, Total thrust of soil uses unit weight of soil, Total height of wall and Cohesion. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • 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)))
  • Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of active pressure)
  • 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)))
  • Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of passive pressure)
  • Total thrust of soil=((0.5*unit weight of soil*(Total height of wall)^2*Coefficient of active pressure)-(2*Cohesion*Total height of wall*sqrt(Coefficient of active pressure)))
  • Total thrust of soil=(0.5*unit weight of soil*(Total height of wall)^2*Coefficient of passive pressure)
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