OBSERVED BEHAVIOR OF REINFORCEMENT EFFECT OF WOVEN SHEET FOR EMBANKMENT ON SOFT CLAY IN CENTRIFUGE

• KODA Masayuki

  JSCE

• KUSAKABE Osamu

  JSCE

• TAKEMURA Jiro

  JSCE

• SAE-TIA Weeraya

  JSCE Department of Civil Engineering, Thammasat University

Bibliographic Information

Other Title

• 正規圧密粘土地盤上盛土の織布補強効果に関する遠心模型実験
• セイキ アツミツ ネンド ジバン ジョウ モリド ノ ショクフ ホキョウ コウカ ニ カンスル エンシン モケイ ジッケン

Abstract

A series of centrifuge tests was conducted on the stabilizing effect of woven sheet reinforcement under an embankment resting on normally consolidated clay for various ratios of the depth of the clay to the embankment width. The experimental results were presented mainly in view of time dependent behavior of the reinforcement, and compared with FEM analysis. Bearing capacity analysis using stress characteristic method was also conducted to examine the reinforcing effect to be viewed by the increase in inward shear stresses developed along the sheet.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (631), 221-234, 1999-09-21

  Japan Society of Civil Engineers

Keywords

• reinforcement
• centrifuge test
• time-dependent behavior
• embankment
• stability
• FEM
• clay

Details

• CRID: 1390282680284742912
• NII Article ID: 130003983376
• NII Article ID: 10002533300
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.631_221
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 4866314
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4866314
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/631/1999_631_221/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed