SHEAR RESISTENCE REGULARITIES OF SUBSIDENT SOILS UNDER SOAKING OVER A WIDE RANGE OF ALTERATIONS OF COMPACTING STRESSES

Authors

  • S.H. Hayroyan Chair of Hydrogeology and Engineering Geology, YSU, Armenia
  • M.T. Eghiazaryan Chair of Hydrogeology and Engineering Geology, YSU, Armenia

DOI:

https://doi.org/10.46991/PYSU:C/2012.46.2.003

Keywords:

saturated subsidented soils, shear, shear resistance

Abstract

Strength behavior of water saturated subsidented soils is studied. A linear dependence of relative subsidence deformation of compacting stresses while σz<Psl,0, becoming to power dependence when σz>Psl,0  is found out  experimentally. In conditions of water saturation the shear resistance chart represents a broken line, which vertex corresponds to the initial subsidence value. Necessity to determine the shear resistance arguments for each compacting stress σz>Psl,0 on reverse branch of compression curves on Nichiporovich method is established.

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Published

2012-07-27

How to Cite

Hayroyan, S., & Eghiazaryan, M. (2012). SHEAR RESISTENCE REGULARITIES OF SUBSIDENT SOILS UNDER SOAKING OVER A WIDE RANGE OF ALTERATIONS OF COMPACTING STRESSES. Proceedings of the YSU C: Geological and Geographical Sciences, 46(2 (228), 3–9. https://doi.org/10.46991/PYSU:C/2012.46.2.003

Issue

Vol. 46 No. 2 (228) (2012)

Section

Geology

License

Copyright (c) 2012 Proceedings of the YSU

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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.