DEFORMATION CHARACTERISTICS OF SLAG BASE-COURSE MATERIAL CONTAINING FLY ASH PELLET

• YOSHIDA Nobuyuki

  JSCE Research Center for Urban Safety & Security, Kobe University

• NISHI Masaru

  JSCE Dept. of Civil Eng., Kobe University

Bibliographic Information

Other Title

• フライアッシュペレットを混合したスラグ路盤材の変形特性

Abstract

This paper describes the deformation characteristics of a base-course material which is a mixture of steel-making slag, blast-furnace slag and fly ash pellet (here called ‘the compound slag B’). The deformation characteristics are investigated by carrying out a repeated loading triaxial compression test: the equations expressing the resilient and permanent deformation behaviour are presented. It is shown that the compound slag B exhibits better deformation characteristics than Hydraulic mechanically stabilized slag (HMS), a standard slag base-course and that the same equations of representing the resilient and permanent deformation behaviour are applicable to the compound slag B as those for HMS and a previously-investigated compound slag.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 2000 (641), 269-275, 2000-02-20

  Japan Society of Civil Engineers

Keywords

• base-course
• slag
• fly ash
• resilient deformation
• permanent deformation
• triaxial compression test
• repeated loading
• asphalt pavement

Details

• CRID: 1390282680285449088
• NII Article ID: 10004541767
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.2000.641_269
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 5292827
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I5292827
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/2000/641/2000_641_269/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed