Problem Statement
An imaginary soil mass is contained in a container measuring 10 cm × 10 cm × 10 cm. The soil consists of spherical grains of size 1 cm in diameter. Determine:
- Maximum possible void ratio (\( e_{max} \))
- Maximum porosity (\( n_{max} \))
- Percent solids
Solution
1. Calculate Total Volume (\( V_t \))
2. Calculate Volume of Solids
For simple cubic packing:
Number of spheres = \( \frac{1000}{0.524 \times 1.91} = 524 \) spheres
Total volume of solids = \( 524 \times 0.524 = 524 \, \text{cm}^3 \)
3. Calculate Void Volume (\( V_v \))
4. Calculate Void Ratio (\( e \))
5. Calculate Porosity (\( n \))
6. Calculate Percent Solids
- Void ratio (\( e \)) = 0.91
- Porosity (\( n \)) = 47.6%
- Percent solids = 52.4%
Explanation
1. Packing Arrangement:
The solution considers the most efficient arrangement of spherical particles while maintaining realistic spacing. This arrangement allows for optimal filling of the container volume.
2. Volume Relationships:
The calculations show that approximately 52.4% of the total volume is occupied by solid particles, with the remaining 47.6% being void space. This distribution is typical for spherical particles of uniform size.
3. Void Ratio:
The void ratio of 0.91 indicates that the volume of voids is slightly less than the volume of solids, which is consistent with the geometric constraints of spherical particle packing.
Physical Meaning
1. Significance of Results:
The calculated values represent a realistic packing arrangement for uniform spheres:
- The void ratio (0.91) indicates an efficient packing structure
- The porosity (47.6%) shows balanced distribution between solids and voids
- The percent solids (52.4%) indicates good space utilization
2. Practical Applications:
Understanding these parameters helps in:
- Predicting soil behavior under loading
- Estimating drainage characteristics
- Determining density relationships
3. Engineering Implications:
These values provide insights into:
- Material density optimization
- Void space distribution
- Particle arrangement effects on soil properties



