Research Article
Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio
Table 12
Design results by the suggested method.
| | Number | Type of tower | Geometric parameters | Width-to-height ratio | Dosages of concrete (m3) | Dosages of steel reinforcement (kg) | | B (m) | H (m) | h1 (m) | h2 (m) | hb (m) | B (m) |
| | 1 | 5D1-SJC3-30 | 10.2 | 5.6 | 0.4 | 0.9 | 0.8 | 1.6 | 3.89 | 84.28 | 8124.6 | | 2 | 5D1-SJC4-36 | 10.5 | 5.8 | 0.4 | 0.9 | 1.0 | 1.8 | 3.83 | 91.88 | 10160.2 | | 3 | SJ164-45 | 10.7 | 6.0 | 0.4 | 0.9 | 1.1 | 1.975 | 3.75 | 100.79 | 9790.6 |
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