Research Article

Study on Deformation and Stability of Rock-Like Materials Retaining Structure during Collaborative Construction of Super-Adjacent Underground Project

Table 2

Basic parameters of foundation pit retaining system on both sides.

ProjectK0+600∼K1+074 section of Gongchang Road ProjectSun Yat-Sen University Station

Retaining systemRetaining structure① Φ1200@1400 mm drilled grouting pile800 mm diaphragm wall
② Φ800 mm high-pressure jet grouting pile
③ Φ800@600 double-pipe high-pressure jet grouting pile waterproof curtain
Internal supportFirst support800 mm × 800 mm eight-claw reinforced concrete support, horizontal spacing: 9 m700 mm × 1000 mm reinforced concrete support, horizontal spacing: 9 m
Second to third supportΦ806 (t = 16) steel pipe support, horizontal spacing: 3 mΦ609 (t = 16) steel pipe support, horizontal spacing: 3 m