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> = 28 m) and (b) layered soils (<i>Z</i><sub>i</sub> = 28 m) when the keying process is completed.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Finite-Element Analysis of Keying Process of Plate Anchors in Three-Layer Soft-Stiff-Soft Clay Deposits 