Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level Calculator

✖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 mass is the ratio of the total weight of soil to the total volume of soil.ⓘ Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level [γ]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Lateral Pressure for Cohesive and Non Cohesive Soil Formulas PDF PDF Image

Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level Solution

STEP 0: Pre-Calculation Summary

Formula Used

Unit Weight of Soil = (2*Total Thrust of Soil)/((Total Height of Wall)^2*Coefficient of Passive Pressure)
γ = (2*P)/((h_w)^2*K_P)
This formula uses 4 Variables

Variables Used

Unit Weight of Soil - (Measured in Newton per Cubic Meter) - Unit Weight of Soil mass is the ratio of the total weight of soil to the total volume of soil.
Total Thrust of Soil - (Measured in Newton per Meter) - Total Thrust of Soil is the force acting on unit length of soil.
Total Height of Wall - (Measured in Meter) - Total height of wall which is under the consideration.
Coefficient of Passive Pressure - Coefficient of Passive Pressure is defined as the ratio of the horizontal to vertical stress.

STEP 1: Convert Input(s) to Base Unit

Total Thrust of Soil: 10 Kilonewton per Meter --> 10000 Newton per Meter (Check conversion here)
Total Height of Wall: 3.1 Meter --> 3.1 Meter No Conversion Required
Coefficient of Passive Pressure: 0.16 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

γ = (2*P)/((h_w)^2*K_P) --> (2*10000)/((3.1)^2*0.16)

Evaluating ... ...

γ = 13007.2840790843

STEP 3: Convert Result to Output's Unit

13007.2840790843 Newton per Cubic Meter -->13.0072840790843 Kilonewton per Cubic Meter (Check conversion here)

FINAL ANSWER

13.0072840790843 ≈ 13.00728 Kilonewton per Cubic Meter <-- Unit Weight of Soil

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Geotechnical Engineering » Lateral Pressure for Cohesive and Non Cohesive Soil » Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level

Credits

Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2100+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< Lateral Pressure for Cohesive and Non Cohesive Soil Calculators

Total Height of Wall given Total Thrust from Soil that are Free to move

LaTeX Go 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)))))

Unit Weight of Soil given Total Thrust from Soil that are Free to Move

LaTeX Go 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)))

Total Thrust from Soil that are Free to Move

LaTeX Go 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 from Soil when Surface behind Wall is Level

LaTeX Go Total Thrust of Soil = (0.5*Unit Weight of Soil*(Total Height of Wall)^2*Coefficient of Active Pressure)

Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level Formula

LaTeX Go

Unit Weight of Soil = (2*Total Thrust of Soil)/((Total Height of Wall)^2*Coefficient of Passive Pressure)
γ = (2*P)/((h_w)^2*K_P)

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 given Thrust of Soil that are Completely Restrained and Surface is Level?

Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level 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 given Thrust of Soil that are Completely Restrained and Surface is Level is defined as weight of soil per unit volume of soil. Unit Weight of Soil is denoted by γ symbol.

How to calculate Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level using this online calculator? To use this online calculator for Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level, enter Total Thrust of Soil (P), Total Height of Wall (h_w) & Coefficient of Passive Pressure (K_P) and hit the calculate button. Here is how the Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level calculation can be explained with given input values -> 0.013874 = (2*10000)/((3.1)^2*0.16).

FAQ

What is Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level?

The Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level is defined as weight of soil per unit 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 & Coefficient of Passive Pressure is defined as the ratio of the horizontal to vertical stress.

How to calculate Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level?

The Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level is defined as weight of soil per unit 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 given Thrust of Soil that are Completely Restrained and Surface is Level, you need Total Thrust of Soil (P), Total Height of Wall (h_w) & 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 & 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 & Coefficient of Passive Pressure. We can use 3 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)))

Home

FREE PDFs

🔍 Search