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Pratt School of Engineering
Duke University

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Publications [#57996] of Tomasz A. Hueckel

Papers Published

  1. Hueckel, T. and Pellegrini, R., Note on thermomechanical anisotropy of clays, Engineering Geology, vol. 41 no. 1-4 (1996), pp. 171 - 180, Bergamo, Italy [0013-7952(95)00050-X]
    (last updated on 2007/04/09)

    Abstract:
    Deep clays exhibit a pronounced strain anisotropy both during mechanical loading as well as during heating and cooling at constant stress in drained isotropic conditions. During mechanical loading vertical strain is larger than the horizontal one. During heating the vertical strain is larger than the horizontal one within the elastic range; the opposite is observed in the elasto-plastic range. The above described response can be interpreted adopting a consistent rotational, kinematic hardening thermo-elasto-plastic constitutive law.

    Keywords:
    Anisotropy;Thermomechanical treatment;Heating;Cooling;Strain;Thermoelasticity;Hardening;Mechanical testing;Stresses;


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