EXPLORATIONS OF PRINCIPAL STRESS SPACE WITH KAOLIN IN A TRUE TRIAXIAL APPARATUS

The Cambridge true triaxial apparatus permits samples of soil to be tested with independent variation of the three principal stresses. A feedback system, based on a small computer, has been attached to the apparatus and this enables any three-dimensional stress path that is desired to be followed accurately. Three groups of stress paths are described here, all applied with constant mean normal stress to samples of isotropically consolidated kaolin. These paths are used to examine the success with which two numerical models of soil behaviour (the so called cam clay and microstructural models) are able to predict the experimentally observed behaviour for these more complicated conditions of stress. (both models have previously been used with some success for axisymmetric conditions of stress and strain). The assessment of the success of the predictions will depend on the use for which the models are required. Neither model is very successful for stress paths in which the octahedral stress ratio decreases. For paths on which this stress ratio is increasing both models are moderately successful in their predictions. (A) /TRRL/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00168505
• Corporate Authors:

  Institution of Civil Engineers

  One Great George Street, Westminster
  London,   United Kingdom  SW1P 3AA
• Authors:
  • Wood, D M
• Publication Date: 0

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 783-797
• Serial:
  • GEOTECHNIQUE
  • Volume: 25
  • Issue Number: 4
  • Publisher: Thomas Telford Limited
  • ISSN: 0016-8505

Subject/Index Terms

• TRT Terms: Clay; Equipment; Forecasting; Kaolinite; Mathematical models; Size; Soil samplers; Stresses; Test procedures; Tests; Triaxial shear tests
• Uncontrolled Terms: Three; Triaxial testing machine
• ITRD Terms: 4177: Clay; 9014: Dimension; 3674: Equipment; 132: Forecast; 4189: Kaolinite; 6473: Mathematical model; 5575: Stress (in material); 6255: Test; 6288: Test method; 9079: Three; 5566: Triaxial
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00134227
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: Sep 4 1976 12:00AM