SOME PROBLEMS OF WHITE SOILS SEISMIC STABILITY
DOI:
https://doi.org/10.46991/PYSU:C/2012.46.1.026Keywords:
white soils seismic stability, liquifaction factor of white soils, grain-size limit curves after TsushidaAbstract
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
How to Cite
Hayroyan, S., & Eghiazaryan, M. (2012). SOME PROBLEMS OF WHITE SOILS SEISMIC STABILITY. 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
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Geology
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Copyright (c) 2012 Proceedings of the YSU
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.