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A sandy soil has a natural water content of 12% and bulk unit weight of 18.8 kN/m3 . The void ratios corresponding to the densest state (emin) and loosest state (emax) of this soil are 0.48 and 0.88, respectively. Find the relative density and degree of saturation for this soil.

2 Answers

3 votes

Answer:

The relative density = 0.83 which is equivalent to 83%

The degree of saturation, S = 0.58 which gives 58% saturation

Step-by-step explanation:

The parameters given are;

Water content W% = 12%

Bulk unit weight, γ = 18.8 kN/m³

Void ratio of
e_(min) = 0.48

Void ratio of
e_(max) = 0.88


G_S = Constant (As learnt from an answer to the question on the current page) = 2.65 for Sandy soil


\gamma =(W)/(V) = (W_(w)+W_(s))/(V)

Where, V = 1 m³

W = 18.8 KN

Bulk unit weight, γ =
\gamma_d × (1 + W)

∴ 18.8 =
\gamma_d × (1 + 0.12)


\gamma_d = 18.8/ (1.12) = 16.79 kN/m³


\gamma_d =(W_s)/(V) = (W_(s))/(1) = 16.79 \, kN/m^3


W_s = 16.79 kN


W_w = 18.8 kN - 16.79 kN = 2.01 kN


m_w = 2.01/9.81 = 0.205 \, kg

Volume of water = 0.205 m³


\gamma = (GS * \gamma _(w)* \left (1+w \right ))/(1 + e) = (GS * 9.81* \left (1+0.12 \right ))/(1 + e) =18.8

e + 1 = 0.58×GS = 0.58×2.65 =

e = 1.54 - 1 = 0.55

The relative density is given by the relation;


Relative \ density, Dr=(e_(max) - e)/(e_(max) - e_(min))


Relative \ density, Dr=(0.88 - e)/(0.88 - 0.48) = (0.88 - 0.55)/(0.4) = 0.83

The relative density = 0.83

The relative density in percentage = 0.83×100 = 83%

S·e = GS×w = 0.12·2.65

S×0.55 = 0.318

The degree of saturation, S = 0.58

The degree of saturation, S in percentage = 58%.

User Constantine Gladky
by
6.2k points
4 votes

Answer:

The value of relative density is 75 % while that of degree of saturation is 54.82%.

Step-by-step explanation:

Given Data:

Bulk density of Sandy Soil=
\gamma_b=18.8\ kN/m^3

Void Ratio in Densest state=
e_(max)=0.88

Void Ratio in Loosest state=
e_(min)=0.48

Water content=
w=12\%

To Find:

Relative Density=
D_R=(e_(max)-e)/(e_(max)-e_(min)) * 100 \%

Degree of Saturation=
S=(w* G_s)/(e)

Now all the other values are given except e. e is calculated as follows

e is termed as In situ void ratio and is given as


e=(\gamma_w * G_s-\gamma_d)/(\gamma_d)

Here

γ_w is the density of water whose value is 1

G_s is the constant whose value is 2.65

γ_d is the dry density of the sandy soil which is calculated as follows:


\gamma_d=(\gamma_b)/(1+(w)/(100))

Putting values


\gamma_d=(18.8)/(1+(12)/(100))\\\gamma_d=16.78\ kN/m^3=1.678 g/cc \\

Putting this value in the equation of e gives


e=(1 * 2.65-1.678)/(1.678)\\e=0.579=0.58

So the value of Relative density is given as


D_R=(e_(max)-e)/(e_(max)-e_(min)) * 100 \%\\D_R=(0.88-0.58)/(0.88-0.48) * 100 \%\\D_R=75 \%

So the value of relative density is 75 %

Now the value of degree of saturation is given as


S=(w* G_s)/(e)\\S=(12* 2.65)/(0.58)\\S=54.82 \%

The value of degree of saturation is 54.82%.

User Omkar Nath Singh
by
6.5k points