Passive Earth Pressure Coefficient Formula:
Definition: The passive earth pressure coefficient (Kp) is the ratio of horizontal to vertical stress when soil is in a passive state (being pushed against).
Purpose: It's used in geotechnical engineering to calculate lateral earth pressure on retaining structures.
The calculator uses the formula:
Where:
Explanation: The formula relates bearing capacity factor and soil friction angle to determine passive pressure conditions.
Details: Accurate Kp calculation ensures proper design of retaining walls, sheet piles, and other earth-retaining structures.
Tips: Enter the bearing capacity factor (Nγ) and angle of shearing resistance (φ) in degrees. The angle must be between 0° and 90°.
Q1: What is a typical range for Kp?
A: Kp typically ranges from 1.5 to 10, depending on soil properties.
Q2: Why is the angle of shearing resistance important?
A: Higher angles indicate more frictional resistance, significantly increasing passive pressure.
Q3: What does the ±5% tolerance mean?
A: It indicates the inherent variability in soil properties and measurement accuracy.
Q4: How is Nγ determined?
A: Nγ is calculated from soil properties or obtained from geotechnical tables based on soil type.
Q5: Can this be used for cohesive soils?
A: This formula is primarily for granular soils. Cohesive soils require additional cohesion terms.