Laboratory study of ballast material reinforced by flat geogrid under the dynamic load
Ballast material suffers from continuous degradation under cyclic load. This leads to rail track settlement and necessitates its constant maintenance. It is serious problem that costs Russia millions of dollars every year. Easily accessible plastic geogrid was proposed to reinforce ballast and to pr...
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EDP Sciences
2019-01-01
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doaj-e5ae0f98b02940d9b003bb3bb0f930d52021-02-02T01:11:03ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012650100610.1051/matecconf/201926501006matecconf_gccets2018_01006Laboratory study of ballast material reinforced by flat geogrid under the dynamic loadAbrashitov Alexander0Sidrakov Andrei1Russian University of Transport RUT (MIIT)Russian University of Transport RUT (MIIT)Ballast material suffers from continuous degradation under cyclic load. This leads to rail track settlement and necessitates its constant maintenance. It is serious problem that costs Russia millions of dollars every year. Easily accessible plastic geogrid was proposed to reinforce ballast and to prevent its rapid degradation. However, the optimal parameters of geogrid (its mesh size, geometry and number of layers) remains an open question. In current work effects of number of geogrid layers and geogrid mesh size on ballast settlement are studied by laboratory dynamic load tests.https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_01006.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Abrashitov Alexander Sidrakov Andrei |
spellingShingle |
Abrashitov Alexander Sidrakov Andrei Laboratory study of ballast material reinforced by flat geogrid under the dynamic load MATEC Web of Conferences |
author_facet |
Abrashitov Alexander Sidrakov Andrei |
author_sort |
Abrashitov Alexander |
title |
Laboratory study of ballast material reinforced by flat geogrid under the dynamic load |
title_short |
Laboratory study of ballast material reinforced by flat geogrid under the dynamic load |
title_full |
Laboratory study of ballast material reinforced by flat geogrid under the dynamic load |
title_fullStr |
Laboratory study of ballast material reinforced by flat geogrid under the dynamic load |
title_full_unstemmed |
Laboratory study of ballast material reinforced by flat geogrid under the dynamic load |
title_sort |
laboratory study of ballast material reinforced by flat geogrid under the dynamic load |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2019-01-01 |
description |
Ballast material suffers from continuous degradation under cyclic load. This leads to rail track settlement and necessitates its constant maintenance. It is serious problem that costs Russia millions of dollars every year. Easily accessible plastic geogrid was proposed to reinforce ballast and to prevent its rapid degradation. However, the optimal parameters of geogrid (its mesh size, geometry and number of layers) remains an open question. In current work effects of number of geogrid layers and geogrid mesh size on ballast settlement are studied by laboratory dynamic load tests. |
url |
https://www.matec-conferences.org/articles/matecconf/pdf/2019/14/matecconf_gccets2018_01006.pdf |
work_keys_str_mv |
AT abrashitovalexander laboratorystudyofballastmaterialreinforcedbyflatgeogridunderthedynamicload AT sidrakovandrei laboratorystudyofballastmaterialreinforcedbyflatgeogridunderthedynamicload |
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1724312210312790016 |