Laboratory models of a railway track with the subgrade layer based on rubber granulate

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00304220" target="_blank" >RIV/68407700:21110/16:00304220 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Laboratory models of a railway track with the subgrade layer based on rubber granulate

Popis výsledku v původním jazyce

This article deals with laboratory verification of a rubber granulate obtained from recycling the tires in the track substructure. The main idea of testing the rubber granulate in a subgrade layer was to verify its influence to parameters of the track substructure. The observed parameters included load-bearing capacity, vertical deformation, frost protection of subgrade surface and its permeability. This paper describes the specification of the rubber granulate origin as well as the geotechnical characteristics. There is the process of construction of the geotechnical models M1 and M2 in an experimental box described and the laboratory tests performed on layers. The conclusion of this article is based on comparison of two different types of geotechnical models with the rubber granulate - one with separate layer and one with mixture of the rubber granulate and crushed stone. The results of load-bearing capacity and the deformation are presented as the main contribution of this paper.

Název v anglickém jazyce

Laboratory models of a railway track with the subgrade layer based on rubber granulate

Popis výsledku anglicky

This article deals with laboratory verification of a rubber granulate obtained from recycling the tires in the track substructure. The main idea of testing the rubber granulate in a subgrade layer was to verify its influence to parameters of the track substructure. The observed parameters included load-bearing capacity, vertical deformation, frost protection of subgrade surface and its permeability. This paper describes the specification of the rubber granulate origin as well as the geotechnical characteristics. There is the process of construction of the geotechnical models M1 and M2 in an experimental box described and the laboratory tests performed on layers. The conclusion of this article is based on comparison of two different types of geotechnical models with the rubber granulate - one with separate layer and one with mixture of the rubber granulate and crushed stone. The results of load-bearing capacity and the deformation are presented as the main contribution of this paper.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/TE01020168" target="_blank" >TE01020168: Centrum pro efektivní a udržitelnou dopravní infrastrukturu (CESTI)</a><br>

Návaznosti

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

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název statě ve sborníku

Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and Technologies, 29 June - 1 July 2016, High Tatras Mountains, Tatranské Matliare, Slovak Republic

ISBN

9781138032248

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

785-790

Název nakladatele

CRC Press

Místo vydání

Boca Raton

Místo konání akce

Tatranské Matliare

Datum konání akce

29. 6. 2016

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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