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

<div>Height above the anchor base vs. horizontal extent of failure surface besides (a) panels having a = 45°, L/Tb = 5, and Ts/Tb = 0.28, 0.33, 0.38, and 0.46 in homogeneous sand deposit (SI) and (b) panels having a = 45° and L/Tb = 0.28, 0.33, 0.38, and 0.46 in layered sand deposit (SII/SI).</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 