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

<div>Comparison of FS:45-0.33-5-(SI) and FS:45-0.33-5-(0.58SII/0.42SI), FS:463-0.33-5-(SI) and FS:63-0.33-5-(0.58SII/0.42SI), and FS:72-0.33-5-(SI) and FS:72-0.33-5-(0.58SII/0.42SI).</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 