Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits

<div>Influence of top soil layer thickness on the plate anchors at position <i>P</i><sub>2</sub>: (a) variations of plate inclinations with the embedment loss; (b) the embedment loss for various <i>H</i><sub>1</sub> values.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits 