Effective Normal Stress Formula:
Definition: Effective normal stress (σ') is the stress carried by the soil skeleton, calculated by considering submerged unit weight, depth, and slope angle.
Purpose: It's crucial for analyzing soil stability, bearing capacity, and slope stability in geotechnical engineering.
The calculator uses the formula:
Where:
Explanation: The formula accounts for both the vertical stress due to submerged weight and the reduction due to slope angle.
Details: Proper calculation ensures accurate assessment of soil strength parameters, slope stability analysis, and foundation design.
Tips: Enter submerged unit weight, depth, inclination angle (0-90°), and allowable variation percentage (default ±5%).
Q1: What is submerged unit weight?
A: It's the unit weight of soil under water, accounting for buoyancy effects (typically 8-11 kN/m³ for soils).
Q2: Why use cos²(i) in the formula?
A: This accounts for the reduction in normal stress component as slope angle increases.
Q3: What's a typical variation percentage?
A: ±5% is common, but this depends on project requirements and soil variability.
Q4: How does depth affect the result?
A: Effective normal stress increases linearly with depth in homogeneous soil.
Q5: What if my slope angle is 0°?
A: At 0° (horizontal), cos²(0) = 1, so σ' = ys × z (simple vertical stress).