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

<div>Schematic diagram of the experimental setup (front view): (1) long screw, (2) nut, (3) rotating wheel, (4) ball-bearing arrangement, (5) reaction frame, (6) proving ring, (7) dial gauge, (8) magnetic base, (9) magnetic base fixture, (10) model anchor, (11) model tank, and (12) sand bed.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Comparison of Uplift Capacity and Nonlinear Failure Surfaces of Single-Belled Anchor in Homogeneous and Layered Sand Deposits 