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

<div>Comparison of FS:45-0.28-5-(SI) and FS:45-0.28-5-(0.63SII/0.37SI), FS:63-0.28-5-(SI) and FS:63-0.28-5-(0.63SII/0.37SI), and FS:72-0.28-5-(SI) and FS:72-0.28-5-(0.63SII/0.37SI).</div>

Advances in Civil Engineering

fig13

Figure 13

Figure 13: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 