Research Article
Ultimate Pullout Capacity of a Square Plate Anchor in Clay with an Interbedded Stiff Layer
Table 1
Verification of the pullout bearing capacity formula.
| | Working condition (L = B = 2 m) | Pullout bearing capacity coefficient Nc,l | Difference (%) | Numerical result | Formula result |
| 1 | H1 = 5 m, H2 = 4 m, H = 4 m, α = 0.2 | 11.70 | 11.37 | 2.90 | 2 | H1 = 5 m, H2 = 5 m, H = 9 m, α = 0.6 | 40.26 | 39.40 | 2.18 |
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