Soil Mechanics

Table of Contents

1. Definitions

1.1. Specific Gravity

The ratio of the density of a material \( \rho_s \) to the density of pure water \( \rho_w \). \[ G_s := \frac{\rho_s}{\rho_w} \rho \]

1.2. Bulk Density

Or sometimes, wet density or simply density.

\[ \rho := \frac{M_s + M_w}{V_s + V_w + V_a}. \] The mass of the air is ignored.

1.3. Dry Density

\[ \rho_d := \frac{M_s}{V_s + V_w + V_a}}. \]

1.4. Buoyant Density

The effective when submerged under water \[ \rho' := \rho - \rho_w. \]

1.5. Water Content

\[ w := \frac{M_w}{M_s} \]

1.6. Void Ratio

\[ e := \frac{V_v}{V_s} \]

1.7. Porosity

\[ n := \frac{V_v}{V_t} \]

1.8. Degree of Saturation

\[ S := \frac{V_w}{V_v} \]

2. Dilatancy

Volume change under shear deformation.

It is observed in granular materials. For example, the sand at the beach swells up when stamped upon.

3. References

Author: Jeemin Kim

Created: 2026-07-16 Thu 21:34