High-speed railway embankments stabilization by using a plant based biopolymer

dc.contributor.authorAksoy, Huseyin Suha
dc.contributor.authorGor, Mesut
dc.date.accessioned2026-08-12T16:11:15Z
dc.date.issued2017
dc.departmentFırat Üniversitesi
dc.description.abstractAstragalus is a biopolymer, obtained from a plant that grows mostly in Turkey, Iran, Turkmenistan, Iraq, China, Korea, Japan, Syria, Mongolia and North Africa etc. In this study, the availability of Astragalus as an additive in the rail road fills is researched with regards to durability and strength parameters. A bump grows up when there is differential settlement between a bridge abutment and an approach embankment. The allowable differential settlement should be nearly equal to zero at high speed train railway embankments. For determining the proportion of Astragalus needed for reaching the maximum strength parameters, ten different soil samples were prepared with Astragalus content ranging from 0% to 10% by weight. The optimum moisture content (wopt), maximum dry density and strength parameters are figured out for all mixtures. Nowadays, the high resilience modulus (MR) fills are commonly used in high speed rail roads. These fills have a high energy absorption capacity and strength. The MR value can be determined through CBR (California Bearing Ratio) tests. According to the experimental studies, adding 1 % of Astragalus to the sandy soils was deemed suitable in terms of strength parameters, economy and CBR values. © by PSP.
dc.identifier.endpage7633
dc.identifier.issn1018-4619
dc.identifier.issue12
dc.identifier.scopus2-s2.0-85049361864
dc.identifier.scopusqualityN/A
dc.identifier.startpage7626
dc.identifier.urihttps://hdl.handle.net/11508/42380
dc.identifier.volume25
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherParlar Scientific Publications
dc.relation.ispartofFresenius Environmental Bulletin
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20260511
dc.subjectAstragalus; Biopolymer; Railway embankment design; Resilience modulus; Strength parameters; Unconfined compression test
dc.titleHigh-speed railway embankments stabilization by using a plant based biopolymer
dc.typeArticle

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