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Shear Stress Component given Saturated Unit Weight Calculator

Shear Stress Formula:

\[ \zeta_{soil} = \gamma_{saturated} \times z \times \cos(i) \times \sin(i) \]

kN/m³
m
°
%

1. What is Shear Stress in Soil Mechanics?

Definition: Shear stress is the force per unit area tending to cause deformation of soil by slippage along planes parallel to the imposed stress.

Purpose: This calculator determines the shear stress component at a given depth in saturated soil considering the angle of inclination.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ \zeta_{soil} = \gamma_{saturated} \times z \times \cos(i) \times \sin(i) \]

Where:

  • \( \zeta_{soil} \) — Shear stress component (kPa)
  • \( \gamma_{saturated} \) — Saturated unit weight of soil (kN/m³)
  • \( z \) — Depth of prism (m)
  • \( i \) — Angle of inclination to horizontal (degrees)

Explanation: The formula calculates the shear stress component considering both the vertical stress and the angle of inclination.

3. Importance of Shear Stress Calculation

Details: Proper shear stress estimation is crucial for slope stability analysis, foundation design, and earth retaining structures.

4. Using the Calculator

Tips: Enter the saturated unit weight, depth, angle of inclination (0-90°), and optional tolerance percentage (default ±5%).

5. Frequently Asked Questions (FAQ)

Q1: What is typical saturated unit weight for soils?
A: Common values range from 18-22 kN/m³ for most soils, with clays typically heavier than sands.

Q2: Why include angle of inclination?
A: The angle affects how much of the vertical stress converts to shear stress along potential failure planes.

Q3: What does the tolerance percentage represent?
A: It shows the acceptable range of variation (±5% by default) to account for measurement and calculation uncertainties.

Q4: How does depth affect shear stress?
A: Shear stress increases linearly with depth in homogeneous soil under the same angle of inclination.

Q5: When would I adjust the tolerance?
A: Increase tolerance for less precise measurements or highly variable soil conditions.

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