JOINT CALCULATION OF ANGLED RETAINING WALL AND GROUND PROTECTION FROM THE KINETIC EXCITEMENT

Authors

  • O. V. Hrishyn Odessa National Maritime University, Ukraine
  • B. V. Savchynskyi Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan, Ukraine

DOI:

https://doi.org/10.15802/stp2003/21312

Keywords:

joint account, retaining wall, kinetic excitement

Abstract

The article offers the procedure and programmatic complex for joint calculation of a breast wall and soil massif as a unified conjunct dynamic system. The novelty of task consists in the fact that in its study the theory of plastic flow with consolidation has been used for the first time. Such statement of the problem enables to elaborate in the future a new approach to calculation of seismic-resistant facilities.

Author Biographies

O. V. Hrishyn, Odessa National Maritime University

O. V. Hrishyn

B. V. Savchynskyi, Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan

B. V. Savchynskyi

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Published

2003-05-25

How to Cite

Hrishyn, O. V., & Savchynskyi, B. V. (2003). JOINT CALCULATION OF ANGLED RETAINING WALL AND GROUND PROTECTION FROM THE KINETIC EXCITEMENT. Science and Transport Progress, (1), 62–65. https://doi.org/10.15802/stp2003/21312

Issue

No. 1 (2003): ISSUE 1

Section

RAILROAD AND ROADWAY NETWORK

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