SOME PROBLEMS OF WHITE SOILS SEISMIC STABILITY

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/2012.46.1.026

Keywords:

white soils seismic stability, liquifaction factor of white soils, grain-size limit curves after Tsushida

Abstract

This paper is devoted to seismic stability of subsiding undercompacted soils. Using grain-size limit curves after Tsushida and the coefficient of compaction of white soils it was established that saturated white soils with loamy and sandy composition lose their stability under seismic effects and liquеfaction takes place. For seismic zoning it’s proposed to take into account liquifaction factor of white soils.

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Published

2012-04-26

Issue

Vol. 46 No. 1 (227) (2012)

Section

Geology

License

Copyright (c) 2012 Proceedings of the YSU

Creative Commons License

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

How to Cite

SOME PROBLEMS OF WHITE SOILS SEISMIC STABILITY. (2012). Proceedings of the YSU C: Geological and Geographical Sciences, 46(1 (227), 26-31. https://doi.org/10.46991/PYSU:C/2012.46.1.026