ISSUES ON ASSESSMENT OF SEISMIC STABILITY OF SLOPES

Authors

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

DOI:

https://doi.org/10.46991/PYSU:C/2015.49.1.011

Keywords:

consistency, shear resistance, seismic inertial force, clay soils

Abstract

The article relates to the impact of seismic inertial forces on the stability of slopes. In the calculation scheme for clay soils with consistency of IL < 0.5 has been offered to take into account the seismic slope stability of inertial force, and as indicators of shear strength parameters to take the peak strength, on the basis of which to calculate the static stability. For clayey soils with consistency IL > 0.5 in the calculation scheme of stability is offered to take into account the shear strength parameters, obtained in dynamic tests, conduct static analysis excluding seismic forces.

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Published

2015-04-13

How to Cite

Hayroyan, S., & Hayroyan, H. (2015). ISSUES ON ASSESSMENT OF SEISMIC STABILITY OF SLOPES. Proceedings of the YSU C: Geological and Geographical Sciences, 49(1 (236), 11–16. https://doi.org/10.46991/PYSU:C/2015.49.1.011

Issue

Vol. 49 No. 1 (236) (2015)

Section

Geology

License

Copyright (c) 2015 Proceedings of the YSU

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

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