Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Soil and Earthwork ↺
Soil-And-Earthwork	Lateral Pressure of Cohesive Soils ↺

✖Total thrust of soil is the force acting on unit length of soil.ⓘ Total thrust of soil [P]			+10% -10%
✖Total height of wall which is under the consideration.ⓘ Total height of wall [h_w]			+10% -10%
✖Coefficient of passive pressure is defined as the ratio of the horizontal to vertical stress.ⓘ Coefficient of passive pressure [K_P]			+10% -10%

✖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 when Total Thrust of the Soil that are Free to Move only a Small Amount is Given [γ]

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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

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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 when Total Thrust from the Soil that are Free to Move is Given

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 Total Thrust from the Soil with Small Angles of Internal Friction is Given

unit weight of soil=((2*Total thrust of soil/(Total height of wall)^2)+(4*Cohesion/Total height of wall)) 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 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 of the Soil that are Free to Move only a Small Amount is Given Formula

unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive pressure)
γ=(2*P)/((h<sub>w</sub>)^2*K<sub>P</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

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

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 of the Soil that are Free to Move only a Small Amount is Given?

Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given calculator uses unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive pressure) to calculate the unit weight of soil, The Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given formula is defined as the 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 of the Soil that are Free to Move only a Small Amount is Given using this online calculator? To use this online calculator for Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given, enter Total thrust of soil (P), Total height of wall (h_w) and Coefficient of passive pressure (K_P) and hit the calculate button. Here is how the Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given calculation can be explained with given input values -> 222.2222 = (2*10000)/((3)^2*10).

FAQ

What is Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given?

The Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given formula is defined as the ratio of weight of soil to volume of soil and is represented as γ=(2*P)/((h_w)^2*K_P) or unit weight of soil=(2*Total thrust of soil)/((Total height of wall)^2*Coefficient of passive pressure). Total thrust of soil is the force acting on unit length of soil, Total height of wall which is under the consideration and Coefficient of passive pressure is defined as the ratio of the horizontal to vertical stress.

How to calculate Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given?

The Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given formula is defined as the 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*Coefficient of passive pressure). To calculate Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given, you need Total thrust of soil (P), Total height of wall (h_w) and Coefficient of passive pressure (K_P). With our tool, you need to enter the respective value for Total thrust of soil, Total height of wall and Coefficient of passive pressure 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 Coefficient of passive pressure. 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)+(4*Cohesion/Total height of wall))

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