EQUIPMENT FOR ONE-DIMENSIONAL COMPRESSION AND TRIAXIAL TESTING OF UNSATURATED GRANULAR SOILS AT LOW STRESS LEVELS

This paper describes the design of equipment for examining the behavior of unsaturated granular soils at low stress levels. The one-dimensional compressibility is examined in a 254-mm-diameter compression cell whose unique features include the measurement and control of low-level stresses using load cells incorporated in the loading platen and the ability to determine suctions at the base and top of the specimen. Stiffness and strength behavior is examined in a new double wall triaxial cell that allows accurate determination of the volume change of the 150-mm-diameter unsaturated specimen. Facilities are incorporated in the cell for monitoring axial and radial strains on the central portion of the specimen. A technique for preparing compacted specimens without damaging the brittle high-entry ceramics in the base plates of the cells is described.

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  • Corporate Authors:

    American Society for Testing and Materials (ASTM)

    100 Barr Harbor Drive, P.O. Box C700
    West Conshohocken, PA  United States  19428-2957
  • Authors:
    • ANDERSON, W F
    • GOODWIN, A K
    • PYRAH, I C
    • Salman, T H
  • Publication Date: 1997-3

Language

  • English

Media Info

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Filing Info

  • Accession Number: 00735574
  • Record Type: Publication
  • Files: TRIS, ATRI
  • Created Date: Apr 25 1997 12:00AM