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Rankine Active & Passive Earth Pressure Calculator

Rankine earth pressure theory describes the state of plastic equilibrium in a soil mass as a retaining wall moves away from (active) or into (passive) the retained backfill.

Unit weight of backfill soil.

Internal friction angle of backfill.

Soil cohesion intercept (0 for clean sands/gravels).

Total vertical height of retaining wall.

Uniform surcharge pressure on ground surface.

Calculated Result
83.33 kN/m

Total Active Lateral Thrust (P_a)

Result Summary

Rankine earth pressure: Ka = 0.333, Kp = 3.000. Active thrust Pa = 83.33 kN/m. Passive thrust Pp = 825.00 kN/m. Tension crack depth: 0.00 m.

Calculation Breakdown

  1. Step 1: Rankine CoefficientsKa = tan²(45° - φ/2) = 0.333, Kp = tan²(45° + φ/2) = 3.000
  2. Step 2: Active Earth Pressure & Tension Crackσ_a(base) = Ka·(γ·H + q) - 2·c·√Ka = 33.33 kPa, z_c = 0.00 m
  3. Step 3: Total Resultant ThrustPa = 83.33 kN/m, Pp = 825.00 kN/m

What Is the Rankine Active & Passive Earth Pressure Calculator?

Rankine theory calculates the lateral stresses exerted by soil on vertical earth-retaining structures under active yielding or passive compression states.

How Does the Rankine Active & Passive Earth Pressure Calculator Work?

Calculates active coefficient Ka and passive coefficient Kp.

Computes lateral stress at the wall base σ_a and σ_p.

Determines tension crack depth z_c in cohesive soils.

Integrates lateral pressure over wall height to find total thrust Pa and Pp.

Rankine Active & Passive Earth Pressure Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

Ka = tan²(45° - φ/2), Kp = tan²(45° + φ/2), σ_a = Ka·(γ·z + q) - 2·c·√Ka

Rankine plastic equilibrium equations for active and passive lateral stress states.

How to Use the Rankine Active & Passive Earth Pressure Calculator

  1. Input backfill soil properties (γ, φ, c).
  2. Specify wall height H and uniform surface surcharge q.

Step-by-Step Example Calculation

Cantilever Wall with Surcharge

Input Values:

unitWeight:18
frictionAngle:30
cohesion:0
wallHeight:5
surcharge:10
Worked Steps: 5m high wall supporting cohesionless backfill with 10 kPa traffic surcharge.

Understanding Your Result

Primary output reports total active lateral thrust Pa driving against the wall.

Summary displays passive resistance thrust and tension crack depth.

Factors That Affect the Result

  • Friction angle φ (higher φ drastically reduces active pressure and boosts passive resistance).
  • Presence of cohesion.

When Should You Use This Calculator?

  • Design and stability analysis of gravity, cantilever, and basement retaining walls.

Assumptions & Limitations

  • Assumes frictionless vertical wall back-face and horizontal ground surface.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Classical Rankine plastic equilibrium formulation.

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