Static and Dynamic Tests of the Railway Subgrade Construction Model

  • Jan Lelak
  • Dusan Slavik
  • Martin Mecar
Keywords: no keywords

Abstract

The presented paper deals with the research of railway subgrade construction. The purpose was to compare static and dynamic modulus of deformation namely on two different railway subgrade constructions. The effect of reinforcing geosynthetics was found out as well, when a different type of reinforcing geosynthetics was used.

Author Biographies

Jan Lelak

Department of Railway Engineering and Track Management, Faculty of Civil Engineering, University of Zilina, Slovak Republic

Dusan Slavik

Department of Railway Engineering and Track Management, Faculty of Civil Engineering, University of Zilina, Slovak Republic

Martin Mecar

Department of Railway Engineering and Track Management, Faculty of Civil Engineering, University of Zilina, Slovak Republic

Published
2004-03-31
How to Cite
Lelak, J., Slavik, D., & Mecar, M. (2004). Static and Dynamic Tests of the Railway Subgrade Construction Model. Communications - Scientific Letters of the University of Zilina, 6(1), 64-67. Retrieved from http://journals.uniza.sk/index.php/communications/article/view/1288
Issue
Vol 6 No 1 (2004)
Section
Articles