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 thickness of the hard middle soil layer H<sub>2</sub> (<i>H</i><sub>1</sub> = 3<i>B</i>, <i>α</i> = 0.3).</div>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer 