Critical Shear Stress on Horizontal Bed Formula:
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Critical Shear Stress on Horizontal Bed is the magnitude of shear stress required to move a given particle on an unprotected side slope. It accounts for the effects of side slope angle and soil properties on particle movement.
The calculator uses the formula:
Where:
Explanation: The formula calculates the critical shear stress required to initiate particle movement on side slopes, considering the geometric relationships between slope angle and soil's angle of repose.
Details: Accurate calculation of critical shear stress is essential for designing stable slopes, preventing soil erosion, and ensuring the stability of earth structures in geotechnical engineering.
Tips: Enter resisting shear in Pascal, side slope angle in radians, and angle of repose in radians. All values must be positive and valid for accurate results.
Q1: What is the significance of angle of repose?
A: The angle of repose represents the steepest angle at which a soil material can be piled without slumping, indicating its internal friction and stability characteristics.
Q2: How does side slope affect critical shear stress?
A: Steeper side slopes generally require lower critical shear stress to initiate particle movement due to gravitational forces acting parallel to the slope.
Q3: What units should be used for input values?
A: All stress values should be in Pascal, and all angles should be in radians for consistent calculations.
Q4: When is this calculation particularly important?
A: This calculation is crucial for designing erosion control measures, assessing slope stability, and designing protective measures for unprotected side slopes.
Q5: Are there limitations to this formula?
A: The formula assumes homogeneous soil properties and may need adjustment for layered soils or soils with significant cohesion components.