The void ratios at the densest, loosest, and natural states of a sand deposit are 0.2, 0.6, and 0.4, respectively. The relative density of the deposit is:
50%
The question asks us to determine the relative density of a sand deposit given its void ratios at different states: the densest possible state, the loosest possible state, and its natural state.
Relative density ($\boldsymbol{I_D}$) is a key parameter in soil mechanics used to describe the degree of packing of a cohesionless soil, such as sand or gravel. It indicates how dense the soil is relative to its minimum and maximum possible densities.
We are provided with the following void ratios:
The relative density ($\boldsymbol{I_D}$) is calculated using the following formula:
$\boldsymbol{I_D} = \frac{e_{max} - e}{e_{max} - e_{min}} \times 100\%$
Where:
Now, we substitute the given values into the relative density formula:
$\boldsymbol{I_D} = \frac{0.6 - 0.4}{0.6 - 0.2} \times 100\%$
First, calculate the numerator and the denominator:
Now, divide the numerator by the denominator and multiply by 100%:
$\boldsymbol{I_D} = \frac{0.2}{0.4} \times 100\%$
$\boldsymbol{I_D} = 0.5 \times 100\%$
$\boldsymbol{I_D} = 50\%$
Thus, the relative density of the sand deposit is 50%.
Let's compare our calculated value with the given options:
Our calculated relative density of 50% matches Option 3.
| Term | Definition | Significance | Formula (where applicable) |
|---|---|---|---|
| Void Ratio ($\boldsymbol{e}$) | Ratio of the volume of voids to the volume of soil solids ($\boldsymbol{V_v / V_s}$). | Indicates the amount of pore space in soil. Higher $\boldsymbol{e}$ means more voids. | $\boldsymbol{e} = V_v / V_s$ |
| Maximum Void Ratio ($\boldsymbol{e_{max}}$) | Void ratio in the loosest possible state of the soil. | Represents the upper limit of void ratio for a given soil type. | Determined by laboratory tests (e.g., pouring method). |
| Minimum Void Ratio ($\boldsymbol{e_{min}}$) | Void ratio in the densest possible state of the soil. | Represents the lower limit of void ratio for a given soil type. | Determined by laboratory tests (e.g., vibration method). |
| Relative Density ($\boldsymbol{I_D}$ or $\boldsymbol{D_r}$) | Measure of the density of cohesionless soil relative to its loosest and densest states. | Indicates the packing state (looseness or denseness) and correlates with shear strength and compressibility. | $\boldsymbol{I_D} = \frac{e_{max} - e}{e_{max} - e_{min}} \times 100\%$ |
Relative density is particularly important for granular soils like sands because their behavior (strength, stiffness, compressibility) is strongly influenced by how tightly the particles are packed. It is expressed as a percentage.
Based on relative density, sands are often described qualitatively:
| Relative Density ($\boldsymbol{I_D}$) | Description |
|---|---|
| 0% - 15% | Very Loose |
| 15% - 50% | Loose |
| 50% - 85% | Medium Dense |
| 85% - 100% | Dense to Very Dense |
In this problem, a relative density of 50% falls exactly at the boundary between "Loose" and "Medium Dense," often categorized as "Medium Dense."
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