FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2149669078> ?p ?o ?g. }

• W2149669078 endingPage "43" @default.
• W2149669078 startingPage "27" @default.
• W2149669078 abstract "Railway ballast breaks down and deteriorates progressively under train cyclic loading, and soft formation soil fails due to repetitive stress, leading to costly rail track maintenance. Using geosynthetics, track conditions can be improved and maintenance costs can be reduced. This paper addresses the potential use of geosynthetics for improving the deformation characteristics of rail ballast and formation soil. The prospective use of different types of geosynthetics was investigated using a large-scale prismoidal triaxial rig, and a plane strain finite element analysis (PLAXIS) of the rig was carried out to obtain the optimum location of geosynthetics in rail track substructure. A large-scale consolidometer was also employed to determine the effect of prefabricated vertical drains (PVDs) in optimising the accelerated primary consolidation of track soft formation. This paper also includes a section where recommendations are made on how to prepare the stability of rail tracks on surface formation soils considerably disturbed/remoulded by the Asian tsunami in Sri Lanka. The research findings reveal that geosynthetics have a good potential for resilient track construction and for reducing the cost of track maintenance. Le ballast d'infrastructure ferroviaire se fracture et se détériore progressivement sous le chargement cyclique des trains et le sol de formation molle se fracture en raison de la charge répétée. Ces dégradations sont à l'origine d'une maintenance coûteuse des voies ferrées. Les conditions de ces infrastructures peuvent s'améliorer et le coût de leur maintenance diminuer grâce à l'utilisation de la géosynthétique. Cet article illustre l'application potentielle de la géosynthétique pour l'amélioration des caractéristiques de déformation du ballast des voies ferroviaires et du sol de formation. L'utilisation prospective de différents types de géosynthétique est étudiée au moyen d'un montage triaxial prismoïde et une analyse en éléments finis en déformation plane (PLAXIS) du montage est réalisée pour obtenir l'emplacement optimal de la géosynthétique au niveau de la sous-structure de la voie ferrée. Un consolidomètre de grande échelle a également permis de déterminer le role des drains verticaux préfabriqués (DVP) dans l'optimisation de la consolidation primaire accélérée de la formation molle de la voie. L'article présente également une section comportant des recommandations sur les moyens de préparer la stabilité des voies ferrées sur le sols de formation en surface considérablement perturbés / remodelés par le tsunami asiatique qui a touché le Sri Lanka. Les résultats de ces travaux indiquent que la géosynthétique se révèle prometteuse en termes de construction de voies ferrées é lastiques et de réduction des coûts de maintenance des voies." @default.
• W2149669078 created "2016-06-24" @default.
• W2149669078 creator A5011679576 @default.
• W2149669078 creator A5041887411 @default.
• W2149669078 creator A5064952217 @default.
• W2149669078 date "2007-01-01" @default.
• W2149669078 modified "2023-10-03" @default.
• W2149669078 title "Stabilisation of granular media and formation soil using geosynthetics with special reference to railway engineering" @default.
• W2149669078 cites W1558181787 @default.
• W2149669078 cites W1582623641 @default.
• W2149669078 cites W1965765625 @default.
• W2149669078 cites W1975538975 @default.
• W2149669078 cites W1978813277 @default.
• W2149669078 cites W1996965608 @default.
• W2149669078 cites W2002420215 @default.
• W2149669078 cites W2028805451 @default.
• W2149669078 cites W2036191821 @default.
• W2149669078 cites W2037129762 @default.
• W2149669078 cites W2080381109 @default.
• W2149669078 cites W2084310101 @default.
• W2149669078 cites W2092484108 @default.
• W2149669078 cites W2156429404 @default.
• W2149669078 cites W2160477038 @default.
• W2149669078 cites W2277775399 @default.
• W2149669078 cites W2313828463 @default.
• W2149669078 cites W4230982345 @default.
• W2149669078 cites W4237059954 @default.
• W2149669078 cites W79187411 @default.
• W2149669078 doi "https://doi.org/10.1680/grim.2007.11.1.27" @default.
• W2149669078 hasPublicationYear "2007" @default.
• W2149669078 type Work @default.
• W2149669078 sameAs 2149669078 @default.
• W2149669078 citedByCount "68" @default.
• W2149669078 countsByYear W21496690782012 @default.
• W2149669078 countsByYear W21496690782013 @default.
• W2149669078 countsByYear W21496690782014 @default.
• W2149669078 countsByYear W21496690782015 @default.
• W2149669078 countsByYear W21496690782016 @default.
• W2149669078 countsByYear W21496690782017 @default.
• W2149669078 countsByYear W21496690782019 @default.
• W2149669078 countsByYear W21496690782020 @default.
• W2149669078 countsByYear W21496690782021 @default.
• W2149669078 countsByYear W21496690782022 @default.
• W2149669078 countsByYear W21496690782023 @default.
• W2149669078 crossrefType "journal-article" @default.
• W2149669078 hasAuthorship W2149669078A5011679576 @default.
• W2149669078 hasAuthorship W2149669078A5041887411 @default.
• W2149669078 hasAuthorship W2149669078A5064952217 @default.
• W2149669078 hasBestOaLocation W21496690782 @default.
• W2149669078 hasConcept C119599485 @default.
• W2149669078 hasConcept C121955636 @default.
• W2149669078 hasConcept C125907379 @default.
• W2149669078 hasConcept C127313418 @default.
• W2149669078 hasConcept C127413603 @default.
• W2149669078 hasConcept C144133560 @default.
• W2149669078 hasConcept C182377489 @default.
• W2149669078 hasConcept C187320778 @default.
• W2149669078 hasConcept C2776014549 @default.
• W2149669078 hasConcept C2778491893 @default.
• W2149669078 hasConcept C78519656 @default.
• W2149669078 hasConcept C89992363 @default.
• W2149669078 hasConceptScore W2149669078C119599485 @default.
• W2149669078 hasConceptScore W2149669078C121955636 @default.
• W2149669078 hasConceptScore W2149669078C125907379 @default.
• W2149669078 hasConceptScore W2149669078C127313418 @default.
• W2149669078 hasConceptScore W2149669078C127413603 @default.
• W2149669078 hasConceptScore W2149669078C144133560 @default.
• W2149669078 hasConceptScore W2149669078C182377489 @default.
• W2149669078 hasConceptScore W2149669078C187320778 @default.
• W2149669078 hasConceptScore W2149669078C2776014549 @default.
• W2149669078 hasConceptScore W2149669078C2778491893 @default.
• W2149669078 hasConceptScore W2149669078C78519656 @default.
• W2149669078 hasConceptScore W2149669078C89992363 @default.
• W2149669078 hasIssue "1" @default.
• W2149669078 hasLocation W21496690781 @default.
• W2149669078 hasLocation W21496690782 @default.
• W2149669078 hasOpenAccess W2149669078 @default.
• W2149669078 hasPrimaryLocation W21496690781 @default.
• W2149669078 hasRelatedWork W154146120 @default.
• W2149669078 hasRelatedWork W175905593 @default.
• W2149669078 hasRelatedWork W1995460465 @default.
• W2149669078 hasRelatedWork W2190153805 @default.
• W2149669078 hasRelatedWork W2270992723 @default.
• W2149669078 hasRelatedWork W2473739767 @default.
• W2149669078 hasRelatedWork W3156304011 @default.
• W2149669078 hasRelatedWork W4360614180 @default.
• W2149669078 hasRelatedWork W637829509 @default.
• W2149669078 hasRelatedWork W7707237 @default.
• W2149669078 hasVolume "11" @default.
• W2149669078 isParatext "false" @default.
• W2149669078 isRetracted "false" @default.
• W2149669078 magId "2149669078" @default.
• W2149669078 workType "article" @default.