APPLICATION OF DEFORMATION PREVENTING MEASURES IN SWELLING SOILS FOR HYDROTECHNICAL CONSTRUCTIONS
DOI:
https://doi.org/10.46991/PYSU:C/2014.48.3.012Keywords:
swelling soils, swelling pressure-compaction tension, density, dams, loadAbstract
The article is devoted to the application of deformation preventing measures for dams constructed out of swelling soils. Laboratory and fields tests have shown the relation between swelling pressure-compaction tension has a nonlinear character. On the basis of received dependence it is proposed to compensate the swelling pressure by the load calculated with the formula h = 0,3 σsw /ρ, where ρ is a soil density, σsw is a swelling pressure.
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Published
2014-12-08
How to Cite
Hayroyan, S. H. (2014). APPLICATION OF DEFORMATION PREVENTING MEASURES IN SWELLING SOILS FOR HYDROTECHNICAL CONSTRUCTIONS. Proceedings of the YSU C: Geological and Geographical Sciences, 48(3 (235), 12–18. https://doi.org/10.46991/PYSU:C/2014.48.3.012
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Geology
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Copyright (c) 2014 Proceedings of the YSU
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