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

<div>Comparison of net uplift capacity vs. model displacement (a) for model 3D:45-0.46 and (b) for model 3D:72-0.28, both in homogeneous (SI) and layered (SII/SI) sand deposits at L/Db = 3, 4, and 5.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 