ソイルセメント山留め壁の鉛直支持力に及ぼす地盤による拘束の影響に関する模型実験

DOI

書誌事項

タイトル別名
  • STUDY ON CONFINED EFFECT BY GROUND ON VERTICAL BEARING CAPACITY OF SOIL-CEMENT RETAINING WALL USING MODEL TESTS

説明

<p>The vertical bearing capacity determined from the wall strength of soil-cement retaining walls may be subject to the confined effect by the ground. In this study, vertical loading tests of a model pile were conducted using a pressure chamber, and increased vertical bearing capacity by the confined effect was confirmed. The increased vertical bearing capacity due to the confined effect is caused by increases in shear and bearing strength of soil-cement. Furthermore, it was confirmed that the vertical bearing capacity can be evaluated as the sum of the bond, shear and bearing capacity of the pile without the confined effect.</p>

収録刊行物

キーワード

詳細情報 詳細情報について

  • CRID
    1390021920646805248
  • DOI
    10.3130/aijs.90.354
  • ISSN
    18818153
    13404202
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
  • 抄録ライセンスフラグ
    使用不可

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