Meyerhof's Formula:
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Meyerhof's analysis provides a method to determine the plane strain angle of shearing resistance for footings, accounting for the width-to-length ratio effect on soil behavior under plane strain conditions.
The calculator uses Meyerhof's formula:
Where:
Explanation: The formula adjusts the internal friction angle based on the footing's aspect ratio (B/L) to account for plane strain conditions.
Details: Accurate determination of plane strain angle of shearing resistance is crucial for foundation design, slope stability analysis, and geotechnical engineering calculations where plane strain conditions prevail.
Tips: Enter footing width and length in meters, and angle of internal friction in radians. All values must be positive and non-zero.
Q1: What is plane strain condition in soil mechanics?
A: Plane strain condition occurs when soil deformation is constrained in one direction, typically in long footings or retaining walls where strain in the longitudinal direction is negligible.
Q2: Why does the aspect ratio affect the angle of shearing resistance?
A: The width-to-length ratio affects stress distribution and soil confinement, which in turn influences the mobilized shear strength and apparent angle of shearing resistance.
Q3: What are typical values for angle of internal friction?
A: Typical values range from 0.35-0.87 rad (20-50°) for most soils, with higher values for dense granular materials and lower values for cohesive soils.
Q4: When is Meyerhof's analysis particularly important?
A: This analysis is particularly important for strip footings, retaining walls, and other geotechnical structures where plane strain conditions dominate the soil behavior.
Q5: Are there limitations to Meyerhof's formula?
A: The formula provides an empirical relationship and may need adjustment for very unusual soil conditions or extreme aspect ratios. Always verify with site-specific testing when possible.