in a partially saturated soil e (void ratio) = 1.2; w = 30%; Ss = 2.66; calculate the γm(specific gravity of soil mass) and γd (dry specific weight of sample) of said soil. complete the diagram show in the image.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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in a partially saturated soil e (void ratio) = 1.2; w = 30%; Ss = 2.66; calculate the γm(specific gravity of soil mass) and γd (dry specific weight of sample) of said soil. complete the diagram show in the image. 

I WILL RATE IT. 

Valumes.
Wenht
WA-
Vw=
L.Quid.
WN=
Salid
Transcribed Image Text:Valumes. Wenht WA- Vw= L.Quid. WN= Salid
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