THE STABILIZATION OF SILT WITH CEMENT

STABILISATION DES LIMONS AU CIMENT

Previous studies have shown that, in the stabilization of silt, (1) the use of blast-furnace cement is more economical than that of portland cement for calcareous soil, (2) for non-calcareous soil cement rich in slag (65 to 85%) is not always satisfactory. This study deals with the influence of the limestone content of silt on hydration and hardening as a function of the slag content of the cement used. The compressive strength of soil-cement was measured between 3 and 28 days which the slag content of the cement and silt characteristics were varied. Tests were carried out on a non-calcareous silty soil to determine the time needed for this silty soil treated with blast-furnace cement to reach a strength equal to that of soil stabilized with portland cement. Preliminary treatment of silt with lime makes the former particularly receptive to cement stabilization. /TRRL/

  • Corporate Authors:

    National Scientific & Tech Res Ctr of Cement Indus

    rue Cesar Franck 46
    1050 Brussels,   Belgium 
  • Authors:
    • Dutron, P
    • Vanron, P
  • Publication Date: 1971

Language

  • Undetermined

Media Info

  • Features: Figures; Tables;
  • Pagination: 42 p.
  • Serial:
    • Issue Number: RR33

Subject/Index Terms

Filing Info

  • Accession Number: 00080492
  • Record Type: Publication
  • Source Agency: CENTRE NATIONAL DE RECHERCHES SCIENTIFIQUES ET TECHNIQUES POUR L'INDUSTRIE CIMENTIERE (NATIONAL RESEARCH LABORATORY FOR THE CEMENT INDUSTRY)
  • Report/Paper Numbers: R&D Rpt.
  • Files: ITRD, TRIS
  • Created Date: Mar 6 1975 12:00AM