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

<div>The soil flow around plate anchors in (a) normally consolidated soil (<i>Z</i><sub>i</sub> = 14 m; <i>β</i> ≈ 55°) and (b) layered soil (<i>Z</i><sub>i</sub> = 14 m; <i>β</i> ≈ 55°).</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits 