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

<div>Free body diagram of a three-dimensional elemental slice wedge as per the horizontal slice method, in homogeneous sand deposit (<i>S</i><sub>I</sub>).</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 