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If the volume of voids is equal to the volume of soil solids, then the values of porosity and void ratio are respectively
and 0.5
and 1
and 1
and 0.5
and 1
Given that the volume of voids (VvтАЛ) is equal to the volume of solids (VsтАЛ), we have the condition VvтАЛ=VsтАЛ. Using this, the void ratio (e) is calculated as the ratio of VvтАЛ to VsтАЛ, which equals 1, and porosity (n) is calculated as the ratio of VvтАЛ to the total volume (VTтАЛ=VvтАЛ+VsтАЛ), resulting in 0.5.
Given that the volume of voids (VvтАЛ) is equal to the volume of solids (VsтАЛ), we have the condition VvтАЛ=VsтАЛ. Using this, the void ratio (e) is calculated as the ratio of VvтАЛ to VsтАЛ, which equals 1, and porosity (n) is calculated as the ratio of VvтАЛ to the total volume (VTтАЛ=VvтАЛ+VsтАЛ), resulting in 0.5.
e=VsтАЛVvтАЛтАЛ тАФ Void Ratio
n=VTтАЛVvтАЛтАЛ=1+eeтАЛ тАФ Porosity
n=VvтАЛ+VsтАЛVvтАЛтАЛ тАФ Porosity based on volumes
In soil mechanics, void ratio (e) relates the void space to the solid particles: e=VvтАЛ/VsтАЛ. Since VvтАЛ=VsтАЛ, e=VvтАЛ/VvтАЛ=1. Porosity (n) relates the void space to the total volume: n=VvтАЛ/(VvтАЛ+VsтАЛ). Substituting VsтАЛ with VvтАЛ, we get n=VvтАЛ/(VvтАЛ+VvтАЛ)=VvтАЛ/(2VvтАЛ)=0.5.
Void ratio (e) is the ratio of the volume of voids to the volume of soil solids.
Porosity (n) is the ratio of the volume of voids to the total volume of the soil mass.
The range of e is 0<e<тИЮ, whereas 0<n<1.
A condition where VvтАЛ=VsтАЛ implies a very loose soil structure.
Mathematically clear relationship
Fundamental for permeability and settlement calculations
Soil classification
Compressibility analysis
Shear strength determination
Void ratio is dimensionless and typically greater than zero for soils.
Porosity is expressed as a fraction or percentage; it must always be less than 1 (100%).
C is correct тАФ When VvтАЛ=VsтАЛ, the void ratio e=1 and porosity n=0.5.
Always remember the relation n=e/(1+e). If you are given e, you can quickly find n without calculating volumes separately.