Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits

<div>Pictorial view of nonlinear failure surfaces on both the sides of (a) panel 2D:45-0.28-3-(0.39SII/0.61SI), (b) panel 2D:63-0.33-4-(0.47SII/0.53SI), and (c) panel 2D:72-0.38-3-(0.18SII/0.82SI).</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 