. Direct embedment anchor holding capacity. Anchors. IZ c ?>i 4 psi 2 psi c < 1 psi. Note: Use c = 1 psi curve for tests performed In deep ocean clay Lines of equal shear strength, c Fj= (Fjp ->b DA)/R+ ->^ DA Fj = Design short-term holding capacity Fjp - Measured holding capacity from field test "Vj^ - May be assumed equal to 25 pcf 4 6 Relative Embedment Depth, D/B 10 Figure 3. Reduction factor to be applied to Field Anchor Tests in clay soils to account for suction effects. 22. Please note that these images are extracted from scanned page images that may have been digitally
. Direct embedment anchor holding capacity. Anchors. IZ c ?>i 4 psi 2 psi c < 1 psi. Note: Use c = 1 psi curve for tests performed In deep ocean clay Lines of equal shear strength, c Fj= (Fjp ->b DA)/R+ ->^ DA Fj = Design short-term holding capacity Fjp - Measured holding capacity from field test "Vj^ - May be assumed equal to 25 pcf 4 6 Relative Embedment Depth, D/B 10 Figure 3. Reduction factor to be applied to Field Anchor Tests in clay soils to account for suction effects. 22. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Taylor, R. J; Lee, Homa J; Naval Civil Engineering Laboratory (Port Hueneme, Calif. ). Port Hueneme, Calif. : Naval Civil Engineering Laboratory
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