Research Article
Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio
Table 8
Comparison of the correction coefficients between the numerical and the recommended results.
| Model | Width-to-height ratio | Hypotenuse slope (°) | | jsks | jk | (%) |
| NJ1 | 1.5 | 10 | 0.88 | 0.98 | 1.00 | 2 | NJ2 | 1.5 | 20 | 0.78 | 0.87 | 0.90 | 3.4 | NJ3 | 1.5 | 30 | 0.62 | 0.69 | 0.70 | 1.4 | NJ4 | 2 | 10 | 0.91 | 1.01 | 1.00 | 1 | NJ5 | 2 | 20 | 0.79 | 0.88 | 0.90 | 2.3 | NJ6 | 2.5 | 10 | 0.88 | 0.98 | 1.00 | 2 | NJ7 | 3 | 10 | 0.83 | 0.92 | 0.95 | 3.3 | NJ8 | 4 | 10 | 0.76 | 0.84 | 0.85 | 1.2 |
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