Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load

<div>Relation between settlement and <i>k</i><sub><i>p</i></sub>/<i>k</i><sub><i>s</i></sub>.</div>

Advances in Civil Engineering

Figure 5: Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load 