Example: Lateral Earth Pressure with Sloped Backfill and Wall | Rankine, Passive, At-Rest, Kae

In this worked example, we calculate lateral earth pressure coefficients (K-values) for a case involving a sloped backfill and wall. Using Rankine’s theory, we walk through finding:

Kₐ (Active Pressure)

K₀ (At-Rest Pressure)

Kₚ (Passive Pressure)

Kae (Seismic Active Pressure)

You’ll also learn how slope angle, wall inclination, and seismic forces influence pressure coefficients in real designs.

This example is especially useful for geotechnical engineers, designers, and students who want to see theory applied in a practical and visual way.

📥 Download the Excel Spreadsheet Tools for Lateral Earth Pressure Calculations
These spreadsheets support the calculations and concepts shown in this video.
👉 http://bit.ly/4jUrao5

🔔 Subscribe to get structured and practical geotechnical engineering content:
   / @civilengnotes  

📚 Keywords for Search Visibility:
lateral earth pressure, sloped backfill retaining wall, Kae, Ka Kp K0, Rankine theory, seismic active pressure, passive pressure, at-rest pressure, sloped ground lateral load, geotechnical engineering, retaining wall calculation, civil engineering example, FE exam soil mechanics, PE exam geotechnical