Research Article
Uplift Test and Design Method for Bearing Capacity of Isolated Spread Concrete Foundation Slab with Large Width-to-Height Ratio
Table 13
Comparison of economic indicators between the original design method and the suggested design method.
| | Number | Type of tower | Economic indicators of the original design method | Economic indicators of the suggested design method | Comparison of indicators | | C1 (m3) | S1 (kg) | CC1 (RMB) | C2 (m3) | S2 (kg) | CC2 (RMB) | C2/C1 | S2/S1 | CC2/CC1 |
| | 1 | 5D1-SJC3-30 | 139.14 | 7785.92 | 205897.6 | 84.28 | 8124.6 | 141759.0 | 0.61 | 1.04 | 0.69 | | 2 | 5D1-SJC4-36 | 145.73 | 8335.2 | 216552.0 | 91.88 | 10160.2 | 161057.0 | 0.63 | 1.22 | 0.74 | | 3 | SJ164-45 | 166.1 | 9560.5 | 247122.5 | 100.79 | 9790.6 | 169901.0 | 0.61 | 1.02 | 0.69 |
|
|
Note. CC1 = 1200 × C1 + 5 × S1; CC2 = 1200 × C2 + 5 × S2.
|
