Work out theoretical maximum dry density for a soil sample having a specific gravity of 2.7 and optimum moisture content of 16%
1.885 g/cm3
The question asks us to calculate the theoretical maximum dry density for a soil sample given its specific gravity and optimum moisture content.
The theoretical maximum dry density of a soil is achieved when there are zero air voids in the soil mass. This means the soil is fully saturated with water at its optimum moisture content.
The relationship between dry density ($\gamma_d$), specific gravity (G), moisture content (w), and unit weight of water ($\gamma_w$) for a soil with zero air voids (i.e., theoretical maximum dry density) is given by the formula:
$\gamma_{d,max} = \frac{G\gamma_w}{1+wG}$
This formula is derived from the basic phase relationships of soil, assuming the degree of saturation (S) is 1 (100%). The relationship $eS = wG$ becomes $e = wG$ when S=1, and then substituting this void ratio (e) into the dry density formula $\gamma_d = \frac{G\gamma_w}{1+e}$ gives the expression for maximum dry density.
Substitute the given values into the formula:
$G = 2.7$
$w = 0.16$
$\gamma_w = 1 \text{ g/cm}^3$
$\gamma_{d,max} = \frac{2.7 \times 1}{1 + 0.16 \times 2.7}$
First, calculate the term in the denominator:
$0.16 \times 2.7 = 0.432$
Now, add 1 to this value:
$1 + 0.432 = 1.432$
Finally, divide the numerator by the denominator:
$\gamma_{d,max} = \frac{2.7}{1.432}$
$\gamma_{d,max} \approx 1.88547 \text{ g/cm}^3$
Rounding to three decimal places, we get 1.885 g/cm³.
The theoretical maximum dry density for the soil sample is approximately 1.885 g/cm³.
Comparing this calculated value with the given options, we find that it matches option 3.
In soil compaction, if the MDD (Maximum Dry Density) has to be increased and that too at all lower OMC (Optimum Moisture Content), then the method required is
The densification of a soil by means of mechanical manipulation is called
Which of the following is NOT correct about the effects of compaction of soil?
Which of the following roller is used to compact the coarse-grained soil?
For standard compaction test done on soil, the mass of hammer and drop of the hammer are: