STUDIES ON ENGINEERING CHARACTERISTICS OF CEMENT-BASE STABILIZED SOIL

This report clarifies the engineering characteristics of cement-base stabilized soil which is the basis of the deep chemical mixing method, through various tests using laboratory soil and in situ soil. For physical characteristics of stabilized soils, such factors are described as water contents, unit weights, and coefficients of permeability, while for its mechanical characteristics, description is given to unconfined compression, tension, shear and consolidation characteristics. The characteristics of stabilized soils are clarified centering around the influences exercised by hardener addition rates and the initial water contents of samples upon the individual characteristics. Also discussed are relations of coefficients of permeability before and after stabilization, factors influencing unconfined compressive strength of stabilized soil, correlation between simple tension test results and splitting test results of stabilized soil, and other factors.

  • Corporate Authors:

    Takenaka Komuten Company, Limited

    2-5-14, Minamisuna, Koto-Ku
    Tokyo,   Japan 
  • Authors:
    • KAWASAKI, T
    • Niina, A
    • Saito, S
    • Babsaki, R
  • Publication Date: 1978

Language

  • Japanese

Media Info

  • Features: References;
  • Pagination: p. 144-165

Subject/Index Terms

Filing Info

  • Accession Number: 00188017
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Report/Paper Numbers: Research Rpt. N. 19
  • Files: TRIS
  • Created Date: Feb 27 1979 12:00AM