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Appendix G

# Variation of Breakout Factor With Embedment Ratio Based on the Meyerhof and Adams Theory (1968) in Dense Sand

 [1] [2] [3] [4] [5] [6] [7] [8] Model size D (mm) L/D Depth (mm) Shape factor ${K}_{u}\mathrm{tan}$ Ø Theoretical pullout load, ${P}_{u}$ (N) Breakout factor, ${N}_{q}$ Square plates 100 1 100 1.48 0.92 63 3.70 2 200 1.96 0.92 279 8.20 3 300 2.44 0.92 738 14.47 4 400 2.92 0.92 1531 22.51 Rectangular plates 200 1 200 1.48 0.92 308 9.05 2 400 1.96 0.92 1653 24.30 3 600 2.44 0.92 4667 45.75 4 800 2.92 0.92 10337 76

Friction angle ...

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