Reinforcement Strain and Potential Failure Surface of Geogrid Reinforced Soil-Retaining Wall under Horizontal Seismic Loading

<div>Existing hypothesis of the potential failure surface. (a) Log spiral failure surface. (b) Linear failure surface. (c) Simplified failure surface of 0.3<i>H</i>. (d) Broken line failure surface.</div>

Shock and Vibration

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Figure 1

Figure 1: Reinforcement Strain and Potential Failure Surface of Geogrid Reinforced Soil-Retaining Wall under Horizontal Seismic Loading 