プレライニング工法による勝田台トンネルの施工

DOI

書誌事項

タイトル別名
  • THE CONSTRUCTION OF THE KATSUTADAI TUNNEL USING THE PRE-LINING METHOD

抄録

The pre-lining method was developped to stabilize the cutting face and decrease the surface settlement in the thin earth covered and uncohesive ground tunnel.<BR>This method was applied to the KATSUTADAItu nnel project having the above condition. The results were as follows:<BR>(1) Safe and satisfactory work was achieved because the groud surface settlement was controled under 40mm by the pre-lining.<BR>(2) The speed of the pre-lining work was 5-6 hours a cycle, the average excavation speed including the pre-lining work was 1.6m/day.

収録刊行物

キーワード

詳細情報 詳細情報について

  • CRID
    1390282680375250304
  • NII論文ID
    130004387102
  • DOI
    10.11532/journalte1991.2.185
  • ISSN
    18849091
  • データソース種別
    • JaLC
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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