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2004•Communications - Scientific letters of the University of ZilinaOpen access

Static and Dynamic Tests of the Railway Subgrade Construction Model

Jan Lelak, Dusan Slavik, Martin Mečár

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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.

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What this paper is about

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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Available 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.

Key concepts: Subgrade, Geosynthetics, Geotechnical engineering, Deformation (meteorology), Engineering, Structural engineering, Civil engineering, Geology

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