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

<div>Comparison of FS:45-0.33-3-(SI) and FS:45-0.33-3-(0.30SII/0.70SI), FS:45-0.33-4-(SI) and FS:45-0.33-4-(0.47SII/0.53SI), and FS:45-0.33-5-(SI) and FS:45-0.33-5-(0.58SII/0.42SI).</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 