SOME ISSUES OF DETERMINING THE MAXIMUM SHEAR RESISTANCE OF THE LAYERED SOILS

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/2020.54.1.011

Keywords:

theoretically, clays, shear resistance, layered soils

Abstract

The article discusses some issues of determining the shear resistance of the layered soils. The problem of determining the maximum shear resistances when the shear stresses are perpendicular to the layering is considered. It has been theoretically shown that when shear stresses act perpendicular to layering, tensile strength is achieved at lower values of shear stress than the total shear resistance. When determining the stability of a slope composed of layered soils, it is proposed to take the maximum shear resistance values of laboratory tests.

Downloads

Published

2020-04-15

How to Cite

Hayroyan, S., & Hayroyan, H. (2020). SOME ISSUES OF DETERMINING THE MAXIMUM SHEAR RESISTANCE OF THE LAYERED SOILS. Proceedings of the YSU C: Geological and Geographical Sciences, 54(1 (251), 11–16. https://doi.org/10.46991/PYSU:C/2020.54.1.011

Issue

Vol. 54 No. 1 (251) (2020)

Section

Geology

License

Copyright (c) 2020 Proceedings of the YSU C

Creative Commons License

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

Most read articles by the same author(s)