Analysis of Static Plate Load Test Results According to Czech, French, and German Methodologies

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F25%3A00380479" target="_blank" >RIV/68407700:21110/25:00380479 - isvavai.cz</a>

Result on the web

<a href="https://doi.org/10.1007/s40515-025-00542-7" target="_blank" >https://doi.org/10.1007/s40515-025-00542-7</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/s40515-025-00542-7" target="_blank" >10.1007/s40515-025-00542-7</a>

Result language

angličtina

Original language name

Analysis of Static Plate Load Test Results According to Czech, French, and German Methodologies

Original language description

Many countries have a specific way of performing and evaluating the static plateload test for assessing the railway substructure deformation resistance, so its valuescannot be easily compared for different countries. This paper describes an experi-mental study that compares the evaluated results of performed static plate load testsaccording to Czech, French, and German methodologies. To obtain comparableresults, several measurement campaigns were carried out on test layers of crushedaggregates in experimental conditions and on a subgrade surface of soil stabilizedby hydraulic binders or on sub-ballast layers of crushed aggregates on real railwaytrack structures. The results were further statistically evaluated by arranging themin graphs, and the mutual correlations between individual methods were found. Thedependence of the results turned out to be polynomial. For the comparison regard-ing the tested subsoil material, the correlation appeared to be better for aggregatesthan for stabilized soils. The performed experimental study aimed to compare theresults of the static plate load test according to the mentioned methodologies and toestablish mutual correlations between them. Its results can be used for adapting therequirements for the deformation resistance of the railway substructure defined inforeign standards to the Czech environment.

Czech name

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Czech description

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Type

J_imp - Article in a specialist periodical, which is included in the Web of Science database

CEP classification

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OECD FORD branch

20101 - Civil engineering

Project

<a href="/en/project/CK02000293" target="_blank" >CK02000293: Adaptation of the French method of evaluation of track substructure for high-speed lines into the Czech Republic conditions</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2025

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Transportation Infrastructure Geotechnology

ISSN

2196-7202

e-ISSN

2196-7210

Volume of the periodical

12

Issue of the periodical within the volume

2

Country of publishing house

GB - UNITED KINGDOM

Number of pages

18

Pages from-to

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UT code for WoS article

001410616500002

EID of the result in the Scopus database

2-s2.0-85219693122