______ is the ratio of the volume of voids to the total volume of the given soil.
Porosity
Soil is a three-phase system consisting of solid particles, water, and air. Understanding the relationships between the volumes and weights of these phases is crucial in soil mechanics. Several terms are used to quantify these relationships, and one of them is the ratio of the volume of voids to the total volume of the soil sample.
Let's define the terms given in the options to identify the one that matches the description: "ratio of the volume of voids to the total volume of the given soil."
We can represent the different volumes in a soil sample as follows:
Formula: \(S = \frac{V_w}{V_v}\)
This definition does not match the ratio of the volume of voids to the total volume.
Formula: \(e = \frac{V_v}{V_s}\)
This definition does not match the ratio of the volume of voids to the total volume.
Formula: \(n = \frac{V_v}{V}\)
This definition exactly matches the description given in the question.
Formula: \(a_c = \frac{V_a}{V_v}\)
This definition does not match the ratio of the volume of voids to the total volume.
Here is a summary of the definitions:
| Term | Definition | Formula | Matches Question? |
|---|---|---|---|
| Degree of saturation (\(S\)) | Ratio of volume of water to volume of voids | \(S = \frac{V_w}{V_v}\) | No |
| Void ratio (\(e\)) | Ratio of volume of voids to volume of solids | \(e = \frac{V_v}{V_s}\) | No |
| Porosity (\(n\)) | Ratio of volume of voids to total volume | \(n = \frac{V_v}{V}\) | Yes |
| Air content (\(a_c\)) | Ratio of volume of air to volume of voids | \(a_c = \frac{V_a}{V_v}\) | No |
Based on the definitions and comparison, the term that represents the ratio of the volume of voids to the total volume of the soil is Porosity.
| Ratio | Definition | Formula | Range |
|---|---|---|---|
| Porosity (\(n\)) | \(V_v / V\) | \(n = \frac{V_v}{V}\) | \(0 < n < 1\) or \(0\% < n < 100\%\) |
| Void Ratio (\(e\)) | \(V_v / V_s\) | \(e = \frac{V_v}{V_s}\) | \(e > 0\) (can be > 1) |
| Degree of Saturation (\(S\)) | \(V_w / V_v\) | \(S = \frac{V_w}{V_v}\) | \(0 \le S \le 1\) or \(0\% \le S \le 100\%\) |
| Air Content (\(a_c\)) | \(V_a / V_v\) | \(a_c = \frac{V_a}{V_v}\) | \(0 \le a_c \le 1\) or \(0\% \le a_c \le 100\%\) |
Porosity (\(n\)) and void ratio (\(e\)) are inter-related. Since \(V = V_s + V_v\), we can derive the relationship between them:
These formulas allow conversion between porosity and void ratio, which are both fundamental properties describing the looseness or denseness of a soil.
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Who proposed this formula, k = 200D2ee2 where, k = coefficient of permeability, De = Effective Grain size?
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