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

<div>Failure surface around panel 2D:63-0.46-3-(SI), in comparison to FS:63-0.46-4-(SI) and FS:63-0.46-4-(0.25SII/0.75SI) and FS:63-0.46-5-(SI) and FS:63-0.46-5-(0.40SII/0.60SI).</div>

Advances in Civil Engineering

fig9

Figure 9

Figure 9: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 