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

<div>Comparison of (a) FS:45-0.28-5-(SI) and FS:45-0.28-5-(0.63SII/0.37SI), (b) FS:45-0.33-5-(SI) and FS:45-0.33-5-(0.58SII/0.42SI), (c) FS:45-0.38-5-(SI) and FS:45-0.38-5-(0.51SII/0.49SI), and (d) FS:45-0.46-5-(SI) and FS:45-0.46-5-(0.40SII/0.60SI).</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 