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

<div>Variation in <i>N</i><sub><i>c</i>,<i>l</i></sub> with the upper soil thickness <i>H</i><sub>1</sub> (<i>α</i> = 0.3).</div>

Advances in Civil Engineering

Figure 9: Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer 