A STUDY ON LATERAL BEARING CAPACITY OF SHEET PILE IN CLAY SLOPE

• WU Zhenglin

  JAPAN SOCIETY OF CIVIL ENGINEERS

• SASAKI Yasushi

  広島大学 工学部第四類

• KUSAKABE Osamu

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 傾斜粘土地盤中に設置された矢板の水平抵抗に関する実験と解析
• ケイシャ ネンド ジバン チュウ ニ セッチ サレタ ヤイタ ノ スイヘイ テイコウ ニ カンスル ジッケン ト カイセキ

Abstract

To study the lateral bearing capacity of piles and sheet piles in clay slope, laboratory tests were carried out to investigate the influence of slopes on the lateral resistance of sheet piles as well as failure mechanism of the slopes. On the basis of the experimental results, the passive resistance of slope was calculated by using the upper bound theorem. In addition, the deformation of the sheet pile was calculated considering the elastic and plastic sabgrade reaction of the deforming ground. From the comparison of calculations and experimental results, it can be concluded that the present analysis method is useful in predicting the lateral bearing capacity of the sheet piles in the sloped clay ground.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (631), 257-272, 1999-09-21

  Japan Society of Civil Engineers

Keywords

• slope
• sheet pile
• lateral resistance
• failure mechanism
• slip surface

Details

• CRID: 1390282680284766336
• NII Article ID: 10002533364
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.631_257
• ISSN: 18827187
• ISSN: 02897806
• ISSN: http://id.crossref.org/issn/02897806
• NDL BIB ID: 4866328
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4866328
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/631/1999_631_257/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed