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

<div>Grain size distribution for sand I (<i>S</i><sub>I</sub>) and sand II (<i>S</i><sub>II</sub>).</div>

Advances in Civil Engineering

Figure 1: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 