Static and Dynamic Tests of the Railway Subgrade Construction Model

Jan Lelak; Dusan Slavik; Martin Mecar

doi:10.26552/com.C.2004.1.64-67

Communications (Mar 2004)

Static and Dynamic Tests of the Railway Subgrade Construction Model

Jan Lelak,
Dusan Slavik,
Martin Mecar

Affiliations

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

DOI: https://doi.org/10.26552/com.C.2004.1.64-67
Journal volume & issue: Vol. 6, no. 1
pp. 64 – 67

Abstract

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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.

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Published in Communications

ISSN: 1335-4205 (Print); 2585-7878 (Online)
Publisher: University of Žilina
Country of publisher: Slovakia
LCC subjects: Social Sciences: Transportation and communications; Technology: Engineering (General). Civil engineering (General): Transportation engineering
Website: https://komunikacie.uniza.sk/

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