Saturated Unit Weight Formula:
Definition: Saturated Unit Weight is the value of the unit weight of the soil when the soil is completely saturated with water (all soil pores are filled with water).
Purpose: It's crucial for geotechnical engineering calculations involving soil stability, bearing capacity, and slope stability analysis.
The calculator uses the formula:
Where:
Explanation: The formula calculates the saturated unit weight considering the submerged conditions, friction angles, and safety factor.
Details: Accurate calculation is essential for designing foundations, retaining walls, and other geotechnical structures where soil is likely to be saturated.
Tips: Enter the submerged unit weight in N/m³, friction angles in radians, and safety factor (consider ±5% variation). All values must be > 0.
Q1: What's the difference between submerged and saturated unit weight?
A: Submerged unit weight considers buoyancy effects, while saturated unit weight includes the weight of both soil particles and pore water.
Q2: Why is the safety factor expressed as ±5%?
A: The ±5% accounts for typical variations in field conditions and material properties.
Q3: How do I convert degrees to radians for the friction angles?
A: Multiply degrees by π/180 (approximately 0.0174533).
Q4: What's a typical value for the factor of safety?
A: Common values range from 1.5 to 3.0 depending on the application and risk level.
Q5: When would I need this calculation?
A: For designing structures in wet conditions, analyzing slope stability after rainfall, or calculating earth pressures on retaining walls.