Results of tests upon a very highly expansive clay show that there is a linear relationship between swell and logarithm of applied load. A method of predicting heave for varying foundation load is suggested, and compared to techniques at present available. /TRRL/

  • Availability:
  • Corporate Authors:

    South African Institute of Civil Engineers

    2 Hollard Street
    Johannesburg,   South Africa 
  • Authors:
    • Pells, P
    • Robertson, A
    • Brackley, I
  • Publication Date: 1975


  • French

Media Info

  • Features: Figures; References;
  • Pagination: p. 65-70

Subject/Index Terms

Filing Info

  • Accession Number: 00134341
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • ISBN: 86961 0732
  • Report/Paper Numbers: Conf Paper
  • Files: ITRD, TRIS
  • Created Date: Sep 16 1976 12:00AM