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 completely filled with water).
Purpose: It's crucial in geotechnical engineering for analyzing soil stability, bearing capacity, and slope stability under saturated conditions.
The calculator uses the formula:
Where:
Explanation: The formula relates the saturated unit weight to the submerged unit weight and the ratio of mobilized to weighted friction angles.
Details: Accurate calculation is essential for designing foundations, retaining walls, and other structures where soil may become saturated with water.
Tips: Enter the submerged unit weight in N/m³, both angles in radians, and tolerance percentage (default ±5%). All values must be > 0.
Q1: What's the difference between submerged and saturated unit weight?
A: Submerged unit weight considers buoyancy effects when soil is underwater, while saturated unit weight includes pore water in the total weight.
Q2: Why use radians for angles?
A: Radians are the standard angular unit in most engineering calculations, especially when using trigonometric functions.
Q3: What's a typical tolerance percentage?
A: ±5% is common, but this may vary based on project requirements and material variability.
Q4: How do I convert degrees to radians?
A: Multiply degrees by π/180 (approximately 0.0174533).
Q5: When would I need this calculation?
A: When analyzing slope stability, bearing capacity, or settlement of saturated soils.