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Soil Reinforcement for Anchor Plates and Uplift Response by Hamed Niroumand

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Appendix F

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

[1][2][3][4][5][6][7][8]
Model sizeD (mm)L/DDepth (mm)Shape factorKuimagetan ØTheoretical pullout load, Puimage (N)Breakout factor, Nqimage
Square plates10011001.320.7343.892.92
22001.640.73173.555.78
33001.960.734319.57
44002.280.7385814.3
Rectangular plates20012001.320.73192.546.41
24001.640.73945.515.75
36001.960.73258128.67
48002.280.73545445.45

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