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- W2392654571 abstract "In recent years,underground structures become more crowded in urban area,for reducing the interference with existing ground or underground structures,the construction cases of shield tunneling in extreme turn sections have an increasing tendency day by day.Before tunneling in the extreme turn section,it is necessary to study the geological condition,the proper advancing method,the specification of the segments,the over cut quantity,and the auxiliary ground treatment method previously.Adopting proper countermeasure can guarantee the construction safety of the extreme turn section.The present case of this article chooses a suitable shield machine and proper support system according to the geological condition of the extreme turn section(R=20m).Proposing a well developed grouting project from inside the shield,and by adjusting the stabilizer and the grout material,meets the demand of the construction of the extreme turn section.Some auxiliary countermeasures applied in this project are introduced,including special clay grouting,back fill grouting,and miniature fixed bags.Without executing any auxiliary ground treatment method,the surface is free from traffic inconvenience and environment pollution." @default.
- W2392654571 created "2016-06-24" @default.
- W2392654571 creator A5035473313 @default.
- W2392654571 date "2008-01-01" @default.
- W2392654571 modified "2023-09-23" @default.
- W2392654571 title "Overcoming the Difficult Problems of Shield Tunneling in Extreme Turn(R=20m) Section" @default.
- W2392654571 hasPublicationYear "2008" @default.
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