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

<div>Pictorial view of nonlinear failure surfaces on both the sides of (a) panel 2D:45-0.46-4-(<i>S</i><sub>I</sub>), (b) panel 2D:63-0.33-5-(<i>S</i><sub>I</sub>), and (c) panel 2D:72-0.33-4-(<i>S</i><sub>I</sub>).</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 