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.
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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
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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