Unit Weight of Soil given Minor Normal Stress Calculator

✖Minor Principal Stress in Soil is defined as the plane carrying minimum normal stress is known as minor. principal plane and the stress acting on it is called as minor principal stress.ⓘ Minor Principal Stress in Soil [σ_min]			+10% -10%
✖Depth of Footing is the longer dimension of the footing.ⓘ Depth of Footing [D]			+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 Minor Normal Stress [γ]

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Unit Weight of Soil given Minor Normal Stress Solution

STEP 0: Pre-Calculation Summary

Formula Used

Unit Weight of Soil = Minor Principal Stress in Soil/Depth of Footing
γ = σ_min/D
This formula uses 3 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.
Minor Principal Stress in Soil - (Measured in Pascal) - Minor Principal Stress in Soil is defined as the plane carrying minimum normal stress is known as minor. principal plane and the stress acting on it is called as minor principal stress.
Depth of Footing - (Measured in Meter) - Depth of Footing is the longer dimension of the footing.

STEP 1: Convert Input(s) to Base Unit

Minor Principal Stress in Soil: 0.0961 Megapascal --> 96100 Pascal (Check conversion here)
Depth of Footing: 15.2 Meter --> 15.2 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

γ = σ_min/D --> 96100/15.2

Evaluating ... ...

γ = 6322.36842105263

STEP 3: Convert Result to Output's Unit

6322.36842105263 Newton per Cubic Meter -->6.32236842105263 Kilonewton per Cubic Meter (Check conversion here)

FINAL ANSWER

6.32236842105263 ≈ 6.322368 Kilonewton per Cubic Meter <-- Unit Weight of Soil

(Calculation completed in 00.020 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Minimum Depth of Foundation by Rankine's Analysis » Unit Weight of Soil given Minor Normal Stress

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Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

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Meerut Institute of Engineering and Technology (MIET), Meerut

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< Minimum Depth of Foundation by Rankine's Analysis Calculators

Major Stress during Shear Failure by Rankine Analysis

LaTeX Go Major Principal Stress in Soil = Minor Principal Stress in Soil*(tan((Angle of Inclination to Horizontal in Soil*180)/pi))^2+(2*Cohesion of Soil*tan((Angle of Inclination to Horizontal in Soil*180)/pi))

Minor Normal Stress during Shear Failure by Rankine Analysis

LaTeX Go Minor Principal Stress in Soil = (Major Principal Stress in Soil-(2*Cohesion of Soil*tan((Angle of Inclination to Horizontal in Soil))))/(tan((Angle of Inclination to Horizontal in Soil)))^2

Minor Normal Stress given Unit Weight of Soil

LaTeX Go Minor Principal Stress in Soil = Unit Weight of Soil*Depth of Footing

Unit Weight of Soil given Minor Normal Stress

LaTeX Go Unit Weight of Soil = Minor Principal Stress in Soil/Depth of Footing

Unit Weight of Soil given Minor Normal Stress Formula

LaTeX Go

Unit Weight of Soil = Minor Principal Stress in Soil/Depth of Footing
γ = σ_min/D

What is Unit Weight of Soil?

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. Total volume occupied includes the volume of water as well as the volume of air along with the soil volume.

How to Calculate Unit Weight of Soil given Minor Normal Stress?

Unit Weight of Soil given Minor Normal Stress calculator uses Unit Weight of Soil = Minor Principal Stress in Soil/Depth of Footing to calculate the Unit Weight of Soil, The Unit Weight of Soil given Minor Normal Stress is defined as the value of unit weight of soil when we have prior information of other parameters used. Unit Weight of Soil is denoted by γ symbol.

How to calculate Unit Weight of Soil given Minor Normal Stress using this online calculator? To use this online calculator for Unit Weight of Soil given Minor Normal Stress, enter Minor Principal Stress in Soil (σ_min) & Depth of Footing (D) and hit the calculate button. Here is how the Unit Weight of Soil given Minor Normal Stress calculation can be explained with given input values -> 0.006322 = 96100/15.2.

FAQ

What is Unit Weight of Soil given Minor Normal Stress?

The Unit Weight of Soil given Minor Normal Stress is defined as the value of unit weight of soil when we have prior information of other parameters used and is represented as γ = σ_min/D or Unit Weight of Soil = Minor Principal Stress in Soil/Depth of Footing. Minor Principal Stress in Soil is defined as the plane carrying minimum normal stress is known as minor. principal plane and the stress acting on it is called as minor principal stress & Depth of Footing is the longer dimension of the footing.

How to calculate Unit Weight of Soil given Minor Normal Stress?

The Unit Weight of Soil given Minor Normal Stress is defined as the value of unit weight of soil when we have prior information of other parameters used is calculated using Unit Weight of Soil = Minor Principal Stress in Soil/Depth of Footing. To calculate Unit Weight of Soil given Minor Normal Stress, you need Minor Principal Stress in Soil (σ_min) & Depth of Footing (D). With our tool, you need to enter the respective value for Minor Principal Stress in Soil & Depth of Footing 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 Minor Principal Stress in Soil & Depth of Footing. We can use 3 other way(s) to calculate the same, which is/are as follows -

Unit Weight of Soil = Net Ultimate Bearing Capacity/(Depth of Footing*(tan(Angle of Inclination to Horizontal in Soil))^4)
Unit Weight of Soil = Ultimate Bearing Capacity in Soil/(Depth of Footing)*((1+sin((Angle of Shearing Resistance*pi)/180))/(1-sin((Angle of Shearing Resistance*pi)/180)))^2
Unit Weight of Soil = Intensity of Loading in Kilopascal/((Minimum Depth of Foundation)*((1+sin((Angle of Shearing Resistance*pi)/180))/(1-sin((Angle of Shearing Resistance*pi)/180)))^2)

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