The ground foundations model for an attenuation creep and methods of their description

Authors

  • A.A. Zhakulina
  • A.S. Zhakulin

DOI:

https://doi.org/10.31489/2017m2/70-73

Keywords:

model, rheology, creep, soils, long-term strength, thorium creep, мodulus of deformation, rheological parameters

Abstract

In the article are investigational methods of choice rheological to the model at the attenuation creep of soils of grounds of foundations on the basis of experimental experiments and equalization for their description. Viscid properties of clay soils of territory of Kazakhstan are thus taken into account. Examples are made for determination of coefficient of viscidity and parameters creeps on results experimental data, testifying to the novelty of method.

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Published

2017-06-30

Issue

Section

MATHEMATICS