The Development of Geotechnical Models of a Railway Track with a Construction Layer Based on Crumbed Rubber

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00300882" target="_blank" >RIV/68407700:21110/16:00300882 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.itpb.eu/index.php/ct-menu-item-3/14-engineering/323-10-cislo-29-clanok" target="_blank" >http://www.itpb.eu/index.php/ct-menu-item-3/14-engineering/323-10-cislo-29-clanok</a>

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

The Development of Geotechnical Models of a Railway Track with a Construction Layer Based on Crumbed Rubber

Popis výsledku v původním jazyce

This researchaims tothe laboratory verification of a crumbed rubber in the track substructure. The main idea of testing the crumbed rubber in a construction layer is to increase the frost protection of sub-ballast layer, to reduce vibrationsemitted from the transport and to increase the permeability. Parameters observed in this research included load-bearing capacity and vertical deformations as the essential criterion for the further application of the crumbed rubber. This paper describes the specification of the crumbed rubber origin and the process of construction of geotechnical models M1 and M2 in an experimental box. The conclusion of this article is based on the comparison of the two different types of geotechnical models with the crumbed rubber - first with separate layer and second with mixture of the crumbedrubber and crushed stone. The conclusion based on the load-bearing capacity and vertical deformations is the main contribution of this paper.

Název v anglickém jazyce

The Development of Geotechnical Models of a Railway Track with a Construction Layer Based on Crumbed Rubber

Popis výsledku anglicky

This researchaims tothe laboratory verification of a crumbed rubber in the track substructure. The main idea of testing the crumbed rubber in a construction layer is to increase the frost protection of sub-ballast layer, to reduce vibrationsemitted from the transport and to increase the permeability. Parameters observed in this research included load-bearing capacity and vertical deformations as the essential criterion for the further application of the crumbed rubber. This paper describes the specification of the crumbed rubber origin and the process of construction of geotechnical models M1 and M2 in an experimental box. The conclusion of this article is based on the comparison of the two different types of geotechnical models with the crumbed rubber - first with separate layer and second with mixture of the crumbedrubber and crushed stone. The conclusion based on the load-bearing capacity and vertical deformations is the main contribution of this paper.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

—

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 periodika

Interdisciplinarity in Theory and Practice

ISSN

2344-2409

e-ISSN

—

Svazek periodika

10

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

RO - Rumunsko

Počet stran výsledku

7

Strana od-do

150-156

Kód UT WoS článku

—

EID výsledku v databázi Scopus

—