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.
| Project | K0+600∼K1+074 section of Gongchang Road Project | Sun Yat-Sen University Station |
| Retaining system | Retaining structure | ① Φ1200@1400 mm drilled grouting pile | 800 mm diaphragm wall | ② Φ800 mm high-pressure jet grouting pile | ③ Φ800@600 double-pipe high-pressure jet grouting pile waterproof curtain | Internal support | First support | 800 mm × 800 mm eight-claw reinforced concrete support, horizontal spacing: 9 m | 700 mm × 1000 mm reinforced concrete support, horizontal spacing: 9 m | Second to third support | Φ806 (t = 16) steel pipe support, horizontal spacing: 3 m | Φ609 (t = 16) steel pipe support, horizontal spacing: 3 m |
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