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 friction coefficient between the plate anchor and soil <i>α</i> (<i>H</i><sub>1</sub> = 6 m, <i>H</i><sub>2</sub> = 6 m).</div>

Advances in Civil Engineering

fig11

Figure 11

Figure 11: Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer 