Simplified Method for Calculating the Active Earth Pressure on Retaining Walls of Narrow Backfill Width Based on DEM Analysis

<div>The slip surface of soil behind a retaining wall with widths varying from 2.0 m to 8.0 m (<i>φ</i> = 30°).</div>

Advances in Civil Engineering

Figure 5: Simplified Method for Calculating the Active Earth Pressure on Retaining Walls of Narrow Backfill Width Based on DEM Analysis 