Embankment Compression Formula:
Definition: This calculator estimates the compression of an embankment based on induced pore pressure, air voids, Henry's constant, pore water volume, and air pressure.
Purpose: It helps geotechnical engineers analyze soil settlement under load, considering pore pressure effects.
The calculator uses the formula:
Where:
Explanation: The formula accounts for how pore pressure and air pressure interact with air and water volumes in the soil to cause compression.
Details: Proper estimation helps predict settlement, prevent structural damage, and ensure embankment stability under load.
Tips: Enter all required values with proper units. Henry's Constant has ±5% variability. All values must be ≥ 0 except pore pressure which must be > 0.
Q1: What is Henry's Constant in this context?
A: It's the ratio of gas concentration in liquid to its partial pressure in gas phase, typically 0.023±5% for air-water systems.
Q2: How does pore pressure affect compression?
A: Higher induced pore pressure typically increases compression by expanding air/water volumes.
Q3: When would air pressure be significant?
A: In shallow embankments or when air is trapped in the soil matrix.
Q4: Can this be used for unsaturated soils?
A: Yes, as it accounts for both air and water phases in the voids.
Q5: What's the typical range for compression values?
A: Varies widely based on soil type and loading, often millimeters to centimeters per meter of embankment height.