Saturated Unit Weight Formula:
Definition: Saturated unit weight is the weight per unit volume of soil when all voids are filled with water.
Purpose: It's crucial in geotechnical engineering for analyzing soil stability, bearing capacity, and slope stability.
The calculator uses the formula:
Where:
Explanation: The normal stress is divided by the depth multiplied by the square of cosine of the inclination angle (converted to radians).
Details: Accurate calculation helps in designing stable foundations, retaining walls, and assessing slope stability in wet conditions.
Tips: Enter normal stress in Pascals, depth in meters, angle in degrees (0-90), and tolerance percentage. All values must be valid.
Q1: What is typical saturated unit weight range?
A: For common soils, it ranges from 18-22 kN/m³ (18000-22000 N/m³).
Q2: Why include tolerance percentage?
A: It accounts for measurement uncertainties and natural soil variability.
Q3: How does inclination angle affect the result?
A: Higher angles decrease the effective depth component, increasing calculated unit weight.
Q4: When would I need this calculation?
A: For slope stability analysis, retaining wall design, or foundation design in saturated soils.
Q5: What if my angle is 0°?
A: At 0° (horizontal), cos(0)=1, so the formula simplifies to γ = σn/z.