Research Article

Novel Excavation and Construction Method for a Deep Shaft Excavation in Ultrathick Aquifers

Table 2

Construction schedule for the excavation.

StageConstruction activitiesPeriod (month/day/year)

S1Excavation to 2.5 m BGS (soil layer 1) and bracing struts at 1.4 m BGS (level 1)08/23/2016–08/27/2016
S2Dewatering 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
S3Dewatering 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
S4Dewatering 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
S5Dewatering 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
S6Underwater excavation without drainage to 41.6 m BGS11/09/2016–12/31/2016
S7Underwater bottom-sealing concrete construction01/01/2017–01/06/2017
S8Filled concrete construction01/07/2017–01/10/2017
S9Casting of the base slabs01/11/2017–01/24/2017