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- W2379706029 abstract "Assumed subway station constructed with hole-pile method is taken as engineering background.The subway station is simulated to be excavated both in span and in full face.Finite element software is adopted to establish the numerical models and to simulate the construction processes of the subway station constructed with hole-pile method excavated in span and full face, then comparison charts of surface settlement,lateral horizontal displacement of piles,floor uplift are obtained by computation.The result shows that excavation in full face is superior to excavation in span in controlling displacement.The influence mechanism can be deeply understood through the research.The conclusion can provide valuable reference for similar projects." @default.
- W2379706029 created "2016-06-24" @default.
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- W2379706029 date "2013-01-01" @default.
- W2379706029 modified "2023-09-23" @default.
- W2379706029 title "Study on the Impact of Excavation Mode on Subway Station Constructed with Hole-pile Method" @default.
- W2379706029 hasPublicationYear "2013" @default.
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