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Proof That The Submerged Weight

The document provides a proof for the submerged weight (Ws) of a unit volume of soil, expressed as Ws = γw(1-n)(G-1), where γw is the unit weight of water, n is the porosity, and G is the specific gravity of soil particles. It derives this formula using relationships between various soil properties such as unit weight, specific gravity, void ratio, and degree of saturation. The proof concludes by confirming that for a unit volume of soil, the submerged weight is equal to γw(G-1)(1-n).

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0% found this document useful (0 votes)
114 views2 pages

Proof That The Submerged Weight

The document provides a proof for the submerged weight (Ws) of a unit volume of soil, expressed as Ws = γw(1-n)(G-1), where γw is the unit weight of water, n is the porosity, and G is the specific gravity of soil particles. It derives this formula using relationships between various soil properties such as unit weight, specific gravity, void ratio, and degree of saturation. The proof concludes by confirming that for a unit volume of soil, the submerged weight is equal to γw(G-1)(1-n).

Uploaded by

tesh
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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1.

Proof that the submerged weight, Ws of a unit volume of soil is given by Ws = γw(1-n) (G-1),
in which is γw the unit weight of water, n is porosity of the soil material, and G is specific
gravity of soil particles.
Answer:
From the relationship of soil property parameters like: unit weight ( γ ¿, specific gravity (G),
void ratio(e), porosity(n), degree of saturation(S), moisture content(w), volume(V), and
weight (W) of the soil we can express
Ws = γw(1-n) (G-1)

( )
Ww
1+
W Ws+Ww = Ws Ws Ww Vv Vv Vw n
γ= = ; but =w ; =e , n= , =S∧e=
V Vs+Vv Vs Vv Ws Vs V Vv 1−n
1+
Vs
Ws
=γs=G γw
Vs
1+w
 γ=G γw( )…………………. *1
1+e

Ww Vw S∧Vv
From =w , = =e
Ws Vv Vs

Vw
Se= ∧¿
Vs

Se=wG … … … … … … … … … … … … …∗2

Substitute equation *2 into equation *1

G+ Se ………………………………………………...*3
γ=γw ( )
1+ e

This equation (*3) is the general equation in which for the saturation case S =1 and for dry case
S = 0 then the equation becomes

γsat=γw ( G+e
1+e ) ; for S=1and γdry=γw (
¿ ; for S=0
1+e )
In our case, it is submerged unit weight ( γ ' )in a unit volume of soil.

γ ' =γsat−γw

= γw ( G+e
1+e )
−γw
= γw[ ( )
G+e
1+e
−1]

= γw ( G−1
1+ e )

n
From the porosity void ratio relationship e=
1−n

( )
G−1
'
γw
γ = n
1+
1−n

γ ' =γw(G−1)(1−n)

For a unit volume of soil means V = 1m3

Ws=γ ' V =¿ γw ( G−1 ) ( 1−n )∗1=γw(G−1)(1−n) proved

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