Research Article

Analysis on Deformation and Stress Characteristics of a Multibraced Pit-in-Pit Excavation in a Subway Transfer Station

Table 2

Materials and dimensions for each layer of support in all directions.

SectionProp level includedMaterialCross section

A-AProp 1−3Reinforced concreteHorizontal props: 0.8 m wide × 1.0 m high
Diagonal props: 0.8 m wide × 0.8 m high
Prop 4-5SteelIntensive props: 609 mm external diameter and 16 mm thick

B-BProp 1−3Reinforced concreteMain props: 0.8 m wide × 0.8 m high
Connecting props: 0.6 m wide × 0.6 m high
Prop 4Reinforced concrete0.8 m wide × 1.0 m high

The other two directionsProp 1−3Reinforced concreteMain props: 0.8 m wide × 0.8 m high
Connecting props: 0.6 m wide × 0.6 m high