Dry Unit Weight of Soil when Saturation is 0 Percent Calculator

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Engineering	Civil ↺
Civil	Soil and Earthwork ↺
Soil-And-Earthwork	Relationships of Weights and Volumes in Soils ↺

✖Specific gravity of the soil is an important property of soil being related to density.ⓘ Specific gravity of the soil [G_s]			+10% -10%
✖Unit weight of water is the weight of watet per unit volume of a water.ⓘ Unit weight of water [γ_w]			+10% -10%
✖The void ratio of a mixture is the ratio of the volume of voids to volume of solids.ⓘ Void ratio [e]			+10% -10%

✖The dry unit weight of soil is the weight of soil solids per unit of total volume of soil mass.ⓘ Dry Unit Weight of Soil when Saturation is 0 Percent [γ_d]

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Dry Unit Weight of Soil when Saturation is 0 Percent

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

Dry Unit Weight of Soil with any Degree of Saturation

Dry unit weight of soil=((Unit weight of water*Specific gravity of the soil*degree of saturation)/(1+(Water content*Specific gravity of the soil))) 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

Saturated Unit Weight of Soil with Saturation 100 Percent

Saturated unit weight=(((Specific gravity of the soil*Unit weight of water)+(Void ratio*Unit weight of water))/(1+Void ratio)) GO

Water Content of Soil when Dry Unit Weight of Soil is Given

Water content=(((Unit weight of water*degree of saturation)/Dry unit weight of soil)-(1/Specific gravity of the soil)) GO

Degree of Saturation when Dry Unit Weight of Soil is Given

degree of saturation=((Dry unit weight of soil/Unit weight of water)*((1/Specific gravity of the soil)+Water content)) GO

Saturated Unit Weight of Soil when Water Content is Given

Saturated unit weight=(((1+Water content)*Specific gravity of the soil*Unit weight of water)/(1+Void ratio)) GO

Specific Gravity of Soil when Degree of Saturation is Given

Specific gravity of the soil=((degree of saturation*Void ratio)/Water content) GO

Water Content of Soil when Degree of Saturation is Given

Water content=((degree of saturation*Void ratio)/Specific gravity of the soil) GO

Void Ratio of Soil when Degree of Saturation is Given

void ratio=((Water content*Specific gravity of the soil)/degree of saturation) GO

Degree of Saturation of Soil

degree of saturation=((Water content*Specific gravity of the soil)/void ratio) GO

Porosity of soil when void ratio is given

Porosity=(Void ratio/(1+Void ratio)) GO

< 2 Other formulas that calculate the same Output

Dry Unit Weight of Soil when Relative Density is Given

Dry unit weight of soil=((Minimum unit weight*Maximum unit weight)/(Maximum unit weight-Relative Density*(Maximum unit weight-Minimum unit weight))) GO

Dry Unit Weight of Soil with any Degree of Saturation

Dry unit weight of soil=((Unit weight of water*Specific gravity of the soil*degree of saturation)/(1+(Water content*Specific gravity of the soil))) GO

Dry Unit Weight of Soil when Saturation is 0 Percent Formula

Dry unit weight of soil=((Specific gravity of the soil*Unit weight of water)/(1+Void ratio))
γd=((Gs*γw)/(1+e))

More formulas

Plasticity Index of Soil GO

Plastic Limit of Soil when Plasticity Index is Given GO

Liquid Limit of Soil when Plasticity Index is Given GO

Liquidity Index of Soil GO

Plasticity Index of Soil when Liquidity Index is Given GO

Moisture Content of Soil when Liquidity Index is Given GO

Plastic Limit of Soil when Liquidity Index is Given GO

Shrinkage Index of Soil GO

Plastic Limit of Soil when Shrinkage Index is Given GO

Shrinkage Limit of Soil when Shrinkage Index is Given GO

Activity Index of Soil GO

Plasticity Index of Soil when Activity Index is Given GO

Percent of Soil Finer than Clay Size when Activity Index is Given GO

Saturated Unit Weight of Soil with Saturation 100 Percent GO

Saturated Unit Weight of Soil when Water Content is Given GO

Void Ratio of Soil when Saturated Unit Weight is Given GO

Water Content of Soil when Saturated Unit Weight is Given GO

Void Ratio of Soil when Dry Unit Weight is Given GO

Buoyant Unit Weight of Soil with Saturation 100 Percent GO

Void Ratio of Soil when Buoyant Unit Weight is Given GO

Unit Weight of Water when Saturated Unit Weight is Given GO

Unit Weight of Water when Dry Unit Weight is Given GO

Unit Weight of Water when Buoyant Unit Weight is Given GO

Unit Weight of Water when Saturated Unit Weight is Given GO

Specific Gravity of Soil Solids when Dry Unit Weight is Given GO

Specific Gravity of Soil Solids when Saturated Unit Weight is Given GO

What is dry unit weight of soil ?

Dry unit weight, which is the unit weight of a soil when all void spaces of the soil are completely filled with air, with no water.The weight of soil solids per unit of total volume of soil mass. Also called unit dry weight.

How to Calculate Dry Unit Weight of Soil when Saturation is 0 Percent?

Dry Unit Weight of Soil when Saturation is 0 Percent calculator uses Dry unit weight of soil=((Specific gravity of the soil*Unit weight of water)/(1+Void ratio)) to calculate the Dry unit weight of soil, The Dry Unit Weight of Soil when Saturation is 0 Percent formula is defined as the weight of soil solids per unit of total volume of soil mass. Dry unit weight of soil and is denoted by γ_d symbol.

How to calculate Dry Unit Weight of Soil when Saturation is 0 Percent using this online calculator? To use this online calculator for Dry Unit Weight of Soil when Saturation is 0 Percent, enter Specific gravity of the soil (G_s), Unit weight of water (γ_w) and Void ratio (e) and hit the calculate button. Here is how the Dry Unit Weight of Soil when Saturation is 0 Percent calculation can be explained with given input values -> 19.99119 = ((2.65*0.009807)/(1+0.3)).

FAQ

What is Dry Unit Weight of Soil when Saturation is 0 Percent?

The Dry Unit Weight of Soil when Saturation is 0 Percent formula is defined as the weight of soil solids per unit of total volume of soil mass and is represented as γ_d=((G_s*γ_w)/(1+e)) or Dry unit weight of soil=((Specific gravity of the soil*Unit weight of water)/(1+Void ratio)). Specific gravity of the soil is an important property of soil being related to density, Unit weight of water is the weight of watet per unit volume of a water and The void ratio of a mixture is the ratio of the volume of voids to volume of solids.

How to calculate Dry Unit Weight of Soil when Saturation is 0 Percent?

The Dry Unit Weight of Soil when Saturation is 0 Percent formula is defined as the weight of soil solids per unit of total volume of soil mass is calculated using Dry unit weight of soil=((Specific gravity of the soil*Unit weight of water)/(1+Void ratio)). To calculate Dry Unit Weight of Soil when Saturation is 0 Percent, you need Specific gravity of the soil (G_s), Unit weight of water (γ_w) and Void ratio (e). With our tool, you need to enter the respective value for Specific gravity of the soil, Unit weight of water and Void ratio 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 Dry unit weight of soil?

In this formula, Dry unit weight of soil uses Specific gravity of the soil, Unit weight of water and Void ratio. We can use 2 other way(s) to calculate the same, which is/are as follows -

Dry unit weight of soil=((Unit weight of water*Specific gravity of the soil*degree of saturation)/(1+(Water content*Specific gravity of the soil)))
Dry unit weight of soil=((Minimum unit weight*Maximum unit weight)/(Maximum unit weight-Relative Density*(Maximum unit weight-Minimum unit weight)))

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