Table 3.
Working conditions of the influence of 3D curtain on deep foundation pit dewatering.
Working condition | Depth of vertical curtain (m) | Buried depth of HSRB roof (m) | Thickness of HSRB (m) | Hydraulic conductivity of HSRB (cm/s) |
---|---|---|---|---|
1 | 86 | / | / | / |
2 | 82 | 4 | 5 × 10–3 | |
3 | 84 | 4 | 5 × 10–3 | |
4 | 86 | 4 | 5 × 10–3 | |
5 | 88 | 4 | 5 × 10–3 | |
6 | 90 | 4 | 5 × 10–3 | |
7 | 92 | 4 | 5 × 10–3 | |
8 | 82 | 4 | 5 × 10–3 | |
9 | 82 | 4 | 5 × 10–3 | |
10 | 82 | 3 | 5 × 10–3 | |
11 | 82 | 5 | 5 × 10–3 | |
12 | 82 | 6 | 5 × 10–3 | |
13 | 82 | 6 | 1 × 10–2 | |
14 | 82 | 6 | 1 × 10–4 | |
15 | 82 | 6 | 5 × 10–4 |