SHEAR AND CREEPING STRENGTH OF OPTIMUM MIXES

Authors

  • Sargis H. Hayroyan Chair of Geophysics, Engineering Geology and Hydrogeology, YSU, Armenia
  • Hrachya R. Shahnazaryan Chair of Geophysics, Engineering Geology and Hydrogeology, YSU, Armenia

DOI:

https://doi.org/10.46991/PYSU:C/2009.43.3.008

Keywords:

bentonite clays, shear and creeping strength, volcanic tuff, Miocene reddish clays

Abstract

In this article the results of laboratory tests of samples of two optimum mixes to shear and creeping strength are presented. In an optimum mix the clay components are presented by swelling bentonite clays of Sarigukh deposit and Miocene reddish clays of Erebuni. As additive compound in optimum mixes dust of volcanic tuff and slag was used. It is established, that in optimum mixes the presence of volcanic tuff and slag leads to cohesion decrease and internal friction increase.

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Published

2009-11-30

How to Cite

Hayroyan, S. H., & Shahnazaryan, H. R. (2009). SHEAR AND CREEPING STRENGTH OF OPTIMUM MIXES. Proceedings of the YSU C: Geological and Geographical Sciences, 43(3 (220), 8–16. https://doi.org/10.46991/PYSU:C/2009.43.3.008

Issue

Vol. 43 No. 3 (220) (2009)

Section

Geology

License

Copyright (c) 2009 Proceedings of the YSU

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