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Abstract

In the analysis of the constitutive performance of clay soils, it has been generally assumed that the material can be evaluated and examined in the light of continuum theory. However, detailed study of clays reveals that the rigid clay particles in the soil-water system do not act individually, but flocc together to form larger “particles” which are identified as fabric units (1, 2). In a recent study, some account of this phenomenon has been noted (3, 4). However, in view of the heterogeneity of the overall system, and the wide distribution of fabric units, concern must be directed towards the integrity of individual fabric units.

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References

  1. 1).
    Yong, R. N., Some Aspects of Soil Fabric and Structure in Soil Mechanics. The Symposium on.Google Scholar
  2. Microfabrics of Soil and Sedimentary Deposits, University of Guelph, Ontario. March 1972.Google Scholar
  3. 2).
    Yong, R. N., Physico-Chemical Properties and Soil Stabilization. General Reporter, Session No. 5, Proceedings, Fourth Asian Regional Conference, International Society for Soil Mechanics and Foundations Engineering, Vol. 1, pp. 1-49 (1971).Google Scholar
  4. 3).
    Yong, R. N. and D. S. Chen, Analysis of Creep of Clays Using Retardation Time Distribution. Proceedings, Fifth International Congress on Rheology, Vol. 2, pp. 501–512 (1970).Google Scholar
  5. 4).
    Axelrad, D. R. and R. N. Yong, Micro-Rheology of the Yielding of a Heterogeneous Medium. Proceedings, Fifth International Congress on Rheology, Vol. 2, pp. 309–314 (1970).Google Scholar
  6. 5).
    Koiter, W. T., Progress in Solid Mechanics. Vol. 1, Chapter 4. Ed. by Sneddon and Hill (Amsterdam 19).Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 1975

Authors and Affiliations

  • R. N. Yong
    • 1
  • D. S. Chen
    • 2
  1. 1.Department of CivilEngineering and Applied Mechanics, McGill UniversityMontrealCanada
  2. 2.Civil Engineering and Applied MechanicsSoil Mechanics Laboratory, McGill UniversityMontrealCanada

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