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

<div>Comparison of FS:72-0.38-3-(SI) and FS:72-0.38-3-(0.18SII/0.82SI), FS:72-0.38-4-(SI) and FS:72-0.38-4-(0.38SII/0.62SI), and FS:72-0.38-5-(SI) and FS:72-0.38-5-(0.51SII/0.49SI).</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 