SOIL - CEMENT BASES

A detailed description is given of tests devised to determine the effect of excess moisture and mixing time on the resilience of soil-cement for base construction. A standard triaxial machine and other common laboratory equipment were used in the tests. Experimental results showing that properly drained soil-cement bases, designed to Obi's minimum critical strength and limiting resilience, attain a saturation moisture content that is non-critical as far as resilient deformation is concerned, are related. Results which indicate that increasing the mixing time of the soil-cement reduces the resilient deformation are also given. /TRRL/

  • Corporate Authors:

    IPC Building and Contract Journals Limited

    Surrey House, 1 Throwley Way
    Sutton, Surrey SM1 4QQ,   England 
  • Authors:
    • Obi, BCA
  • Publication Date: 1975-1

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00097340
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Sep 30 1975 12:00AM