The theoretical basis for determining the stress-strain state of the clay rock mass as a visco-elasto-plastic environment

Authors

  • O. L. Tyutkin Dnipropetrovsk national university of railway transport named after academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2008/16510

Keywords:

stress-strain state, clay rock mass, visco-elasto-plastic environment

Abstract

In the article the theoretical bases of determination of the stressed-and-strained state of clay massif from positions of the theory of viscous-elastic-plastic medium are presented.

Author Biography

O. L. Tyutkin, Dnipropetrovsk national university of railway transport named after academician V. Lazaryan

O. L. Tyutkin

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Published

2008-04-25

How to Cite

Tyutkin, O. L. (2008). The theoretical basis for determining the stress-strain state of the clay rock mass as a visco-elasto-plastic environment. Science and Transport Progress, (21), 201–206. https://doi.org/10.15802/stp2008/16510

Issue

No. 21 (2008): ISSUE 21

Section

TRANSPORT CONSTRUCTION

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