Research Article
Novel Excavation and Construction Method for a Deep Shaft Excavation in Ultrathick Aquifers
Table 2
Construction schedule for the excavation.
| Stage | Construction activities | Period (month/day/year) |
| S1 | Excavation to 2.5 m BGS (soil layer 1) and bracing struts at 1.4 m BGS (level 1) | 08/23/2016–08/27/2016 | S2 | Dewatering excavation to 7.8 m BGS (soil layer 2) and bracing struts at 6.5 m BGS (level 2) | 08/28/2016–09/10/2016 | S3 | Dewatering excavation to 12.9 m BGS (soil layer 3) and bracing struts at 11.7 m BGS (level 3) | 09/11/2016–09/26/2016 | S4 | Dewatering excavation to 18.1 m BGS (soil layer 4) and bracing struts at 16.9 m BGS (level 4) | 09/27/2016–10/13/2016 | S5 | Dewatering excavation to 23.6 m BGS (soil layer 5) and bracing struts at 23.6 m BGS (level 5) | 10/14/2016–11/08/2016 | S6 | Underwater excavation without drainage to 41.6 m BGS | 11/09/2016–12/31/2016 | S7 | Underwater bottom-sealing concrete construction | 01/01/2017–01/06/2017 | S8 | Filled concrete construction | 01/07/2017–01/10/2017 | S9 | Casting of the base slabs | 01/11/2017–01/24/2017 |
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