CYCLIC PULL-OUT BEHAVIOR OF PILES IN COHESIVE SOIL

• INA Kuniyoshi

  Geotop Corporation

• KISHIDA Hideaki

  Tokyo Institute of Technology.

Bibliographic Information

Other Title

• 粘性土中の杭の繰返し引抜き挙動
• ネンセイドチュウ ノ クイ ノ クリカエシ ヒキヌキ キョドウ

Abstract

Three types of pull-out field tests were carried out to examine the performance of a closed-form solution in estimating the displacements of piles in cohesive soil subjected to regular cyclic axial loading. The test program included static loading, creep loading and cyclic loading. Discussion was focused on the interpretation of the static loading test results. The procedures are proposed to estimate the pile displacement under cyclic loading from the static loading test results. The results indicate that the calculated displacements of piles subjected to cyclic pull-out loading are in good agreement with the measurements.

Journal

• Journal of Structural and Construction Engineering (Transactions of AIJ)

  Journal of Structural and Construction Engineering (Transactions of AIJ) 438 (0), 137-146, 1992

  Architectural Institute of Japan

Keywords

• pile
• cyclic load
• displacement
• cohesive soil
• pull-out test

Details

• CRID: 1390001205604790016
• NII Article ID: 110004089842
• NII Book ID: AN10040177
• DOI: 10.3130/aijsx.438.0_137
• ISSN: 24330000
• ISSN: 09108025
• NDL BIB ID: 3780633
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I3780633
• Web Site: https://www.jstage.jst.go.jp/article/aijsx/438/0/438_KJ00004085664/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed