LABORATORY EXPERIMENTS ON SOIL STABILIZATION WITH PORTLAND CEMENT AND LIGNIN

Roadbed stabilization of whatever sort might be a quick preventive against outbreaks of weak subgrade conditions. The change of dry density and unconfined compressive strength with time and the effect of difference in curing methods were observed on soil specimens compacted with Portland cement and lignin. The effect of additional lignin content in the mixed soil is not fully recognized both for clay and Kanto loam. In general the maximum strength is obtained near the optimum moisture content, which should be thought highly of in stabilization works.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3127232
• Corporate Authors:

  JAPANESE NATIONAL RAILWAYS

  TOKYO,   Japan 
• Authors:
  • Nagai, S
  • IMAI, S
• Publication Date: 1961-9

Media Info

• Pagination: p. 24-29
• Serial:
  • Railway Technical Research Institute, Quarterly Reports
  • Volume: 2
  • Issue Number: 1
  • Publisher: Railway Technical Research Institute/Tetsudo Gijutsu Kenkyujo
  • ISSN: 0033-9008
  • Serial URL: http://www.rtri.or.jp/eng/

Subject/Index Terms

• TRT Terms: Cement; Lignin; Soil mechanics; Soil stabilization; Subgrade (Pavements); Technology
• Geographic Terms: Japan
• Subject Areas: Geotechnology; Railroads;

Filing Info

• Accession Number: 00033124
• Record Type: Publication
• Report/Paper Numbers: Quart Rpt
• Files: TRIS
• Created Date: Jul 8 1994 12:00AM