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

<div>Variation of the location of the resultant (<i>h</i><sub>0</sub>/<i>H</i>) of active earth pressures with different internal frictional angles of soil (<i>φ</i>) and wall-soil frictional angle (<i>δ</i>).</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Simplified Method for Calculating the Active Earth Pressure on Retaining Walls of Narrow Backfill Width Based on DEM Analysis 