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 layered sand deposit (<i>S</i><sub>II</sub>/<i>S</i><sub>I</sub>).</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 