Skip to main content
CalcPro

Rankine Active & Passive Lateral Earth Pressure & Retaining Wall Thrust Calculator

Easily calculate and compute rankine active & passive lateral earth pressure & retaining wall thrust calculator with accurate equations, live formulas, and expert guidance.

Calculated Result
75.8 kN/m

Active Thrust (P_a)

Active Thrust (P_a)

75.8 kN/m

Total Active Thrust Pa Kn Per M

75.8

Active Coefficient Ka

0.333

Passive Coefficient Kp

3

Total Passive Thrust Pp Kn Per M

546.7

75.8 — kN/m

Calculation Breakdown

  1. Applied FormulaSizes retaining walls and basement shoring evaluating active lateral earth thrust pushing the wall forward and passive soil resistance anchoring the toe.K_a = \tan^2\left(45^\circ - \frac{\phi}{2}\right), \quad P_a = \frac{1}{2} K_a \gamma H^2 + K_a q H

Rankine Lateral Earth Pressure Metric Output

Interactive visualization based on your current inputs

Calculated Value
0.019385776Active Thrust (P_a)

What Is the Rankine Active & Passive Lateral Earth Pressure & Retaining Wall Thrust Calculator?

This tool computes rankine active & passive lateral earth pressure & retaining wall thrust calculator with high precision arithmetic.

How Does the Rankine Active & Passive Lateral Earth Pressure & Retaining Wall Thrust Calculator Work?

Sizes retaining walls and basement shoring evaluating active lateral earth thrust pushing the wall forward and passive soil resistance anchoring the toe.

Rankine Active & Passive Lateral Earth Pressure & Retaining Wall Thrust Calculator Formula & Variables

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

Ka=tan⁡2(45∘−ϕ2),Pa=12KaγH2+KaqHK_a = \tan^2\left(45^\circ - \frac{\phi}{2}\right), \quad P_a = \frac{1}{2} K_a \gamma H^2 + K_a q H

Sizes retaining walls and basement shoring evaluating active lateral earth thrust pushing the wall forward and passive soil resistance anchoring the toe.

How to Use the Rankine Active & Passive Lateral Earth Pressure & Retaining Wall Thrust Calculator

  1. Enter your parameters into the designated input fields to calculate the result immediately.

Step-by-Step Example Calculation

Rankine Active & Passive Lateral Earth Pressure & Retaining Wall Thrust Calculator Example

Input Values:

soilFrictionAngleDegrees:30
retainingWallHeightMeters:4.5
backfillUnitWeightKnM3:18
surchargePressureKpa:10
Worked Steps: Sample evaluation based on standard reference conditions.

Understanding Your Result

The calculated primary figure indicates the optimal or required kN/m.

Factors That Affect the Result

  • Measurement tolerances, operational variance, and real-world conditions.

When Should You Use This Calculator?

  • Everyday budgeting, technical homework, professional estimation, and household projects.

Assumptions & Limitations

  • Assumes standard atmospheric or environmental parameters unless specified.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Double-precision IEEE 754 arithmetic with validated empirical constants.

\n

Related Calculators

Explore more tools and calculators in Construction Calculators

Length Converter

Convert length and distance between metric and imperial units including meters, feet, inches, kilometers, miles, and yards with exact SI definitions.

Percentage Calculator

Calculate percentages: what % X is of Y, P% of X, % change, discount price, and percentage points.

Temperature Converter

Convert temperatures between Celsius (°C), Fahrenheit (°F), Kelvin (K), and Rankine (°R) with step-by-step thermodynamic formulas.

Rankine Lateral Earth Pressure (Active & Passive) Calculator

Calculates Rankine active and passive lateral earth pressure coefficients, resultant thrust forces, and overturning moments on retaining walls.

Terzaghi Shallow Foundation Bearing Capacity Calculator

Calculates ultimate and allowable bearing capacity for shallow continuous strip and square footings using Terzaghi theory.

Culmann Slope Stability Planar Wedge Calculator

Evaluates critical slope failure height, planar sliding wedge angle, and safety factor against embankment landslides using Culmann method.