STUDY OF THE MAIN PARAMETERS OF THE EXPLOSIVE EFFECT FOR PRACTICAL CALCULATIONS OF THE STRENGTH AND STABILITY OF TUNNEL STRUCTURES

Authors

  • A. L. Tiutkin Dnipropetrovsk national University of railway transport named after academician V.Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2006/18870

Keywords:

explosive influence, calculations of durability and stability, tunnel constructions

Abstract

The article presents the results of studying the basic parameters of explosive influence for practical calculations of durability and stability of tunnel constructions. The obtained dependences of basic parameters are functions and have an applied nature.

Author Biography

A. L. Tiutkin, Dnipropetrovsk national University of railway transport named after academician V.Lazaryan

А. L. Tiutkin

Downloads

Published

2006-09-25

How to Cite

Tiutkin, A. L. (2006). STUDY OF THE MAIN PARAMETERS OF THE EXPLOSIVE EFFECT FOR PRACTICAL CALCULATIONS OF THE STRENGTH AND STABILITY OF TUNNEL STRUCTURES. Science and Transport Progress, (12), 208–214. https://doi.org/10.15802/stp2006/18870

Issue

No. 12 (2006): ISSUE 12

Section

TRANSPORT CONSTRUCTION

License

Copyright and Licensing

This journal provides open access to all of its content.
As such, copyright for articles published in this journal is retained by the authors, under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0). The CC BY license permits commercial and non-commercial reuse. Such access is associated with increased readership and increased citation of an author's work. For more information on this approach, see the Public Knowledge Project, the Directory of Open Access Journals, or the Budapest Open Access Initiative.

The CC BY 4.0 license allows users to copy, distribute and adapt the work in any way, provided that they properly point to the author. Therefore, the editorial board of the journal does not prevent from placing published materials in third-party repositories. In order to protect manuscripts from misappropriation by unscrupulous authors, reference should be made to the original version of the work.