Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer

<div>Variation in the pullout bearing capacity coefficient at different embedment depths (<i>H</i><sub>1</sub> = 3<i>B</i>, <i>H</i><sub>2</sub> = 3<i>B</i>, <i>α</i> = 0.3).</div>

Advances in Civil Engineering

fig7

Figure 7

Figure 7: Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer 