THE BEHAVIOUR OF VERY LOOSE SAND IN THE TRIAXIAL COMPRESSION TEST: DISCUSSION

This is a discussion of a paper by the same title which appeared in Volume 26, Canadian Geotechnical Journal, pp 103-118. The authors of the original paper are J.A. Sladen and J.M. Oswell. For an abstract of the original paper see TRIS 483713.

• Corporate Authors:

  National Research Council of Canada

  Research Journals
  Ottawa, Ontario K1A 0R6,   Canada 
• Authors:
  • WU, W
• Publication Date: 1990-2

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 159-162
• Serial:
  • CANADIAN GEOTECHNICAL JOURNAL
  • Volume: 27
  • Issue Number: 1
  • Publisher: National Research Council of Canada

Subject/Index Terms

• TRT Terms: Compression; Deformation curve; Forecasting; Liquefaction; Mathematical models; Repeated loads; Sand; Soils
• Uncontrolled Terms: Triaxial compression
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00494494
• Record Type: Publication
• Files: TRIS
• Created Date: May 31 1990 12:00AM