Coulomb Active Earth Pressure Equation:
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Coulomb's active earth pressure theory calculates the lateral earth pressure exerted by soil on a retaining wall when the wall moves away from the soil. It considers soil friction and wall friction in its calculations.
The calculator uses the Coulomb active earth pressure equation:
Where:
Explanation: The equation calculates the total lateral force per unit length of wall caused by soil pressure.
Details: Accurate earth pressure calculation is crucial for designing stable retaining walls that can withstand soil forces without failing.
Tips: Enter the coefficient of active earth pressure (Ka), unit weight of soil in kN/m³, and wall height in meters. All values must be positive numbers.
Q1: How is Ka determined?
A: Ka depends on soil friction angle, wall friction angle, and backfill slope. It can be calculated using Coulomb's Ka formula or obtained from tables.
Q2: What are typical values for γ?
A: Typical values range from 16-20 kN/m³ for most soils, with clay soils at the higher end and sandy soils at the lower end.
Q3: What is the difference between active and passive pressure?
A: Active pressure occurs when wall moves away from soil (minimum pressure), passive when wall moves into soil (maximum resistance).
Q4: When is Coulomb's theory preferred over Rankine's?
A: Coulomb's theory is preferred when wall friction is significant (rough walls) or when backfill is sloping.
Q5: What are the limitations of this calculation?
A: It assumes homogeneous soil, plane failure surface, and doesn't account for water pressure, surcharge loads, or cohesion.