IN-SITU LOADING TESTS OF HYBRID PILE AND PROPERTY OF THEIR BEARING CAPACITY

• MORIYAMA Yoichi

  日本道路公団 高速道路部

• MAEDA Yoshito

  JAPAN SOCIETY OF CIVIL ENGINEERS

• FURUKAWA Katsumi

  三井建設 (株) 名古屋支店

• SHIBATA Atsushi

  JAPAN SOCIETY OF CIVIL ENGINEERS

• HAYASHI Masahiro

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 鋼管ソイルセメント杭の原位置載荷試験とその支持力特性
• コウカン ソイルセメント クイ ノ ゲン イチサイカ シケン ト ソノ シジリョク トクセイ

Abstract

Hybrid steel pipe pile with soil cement is a new type of pile construction method with lesser vibration, noise, or earth removal. The soil cement column with a larger diameter than the steel pipe pile, is formed in-situ by mixing soil and injected cement milk. Static loading tests were conducted for two piles (vertical test after lateral test for one, vertical test only for another vertical) to establish new design method and to reduce cost at Dai-ni Meishin Tobisima viaduct. This paper presents the property of bearing capacity of these piles and some useful information for the establishment of a new design method.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (637), 115-124, 1999-12-20

  Japan Society of Civil Engineers

Keywords

• hybrid steel pipe pile with soil cement
• static load test
• bearing capacity
• design method

Details

• CRID: 1390001205310549248
• NII Article ID: 10004446590
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.637_115
• ISSN: 18827187
• ISSN: 02897806
• ISSN: http://id.crossref.org/issn/02897806
• NDL BIB ID: 4960526
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4960526
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/637/1999_637_115/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed