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DC poleHodnotaJazyk
dc.contributor.authorKhalaj, Omid
dc.contributor.authorSiabil, S. M. A. G.
dc.contributor.authorMoghaddas Tafreshi, Seyed Naser
dc.contributor.authorJirková, Hana
dc.date.accessioned2019-07-01T10:00:11Z
dc.date.available2019-07-01T10:00:11Z
dc.date.issued2019
dc.identifier.citationKHALAJ, O., SIABIL, S.M.A.G., MOGHADDAS TAFRESHI, S.N., JIRKOVÁ, H. Performance evaluation of pavements constructed on EPS geofoam backfill using repeated plate load test. In: IOP Conference Series: Earth and Environmental Science. Bristol: Institute of Physics Publishing, 2019. s. 1-7. ISSN 1755-1307.en
dc.identifier.issn1755-1307
dc.identifier.uri2-s2.0-85063528242
dc.identifier.urihttp://hdl.handle.net/11025/34834
dc.format7 s.cs
dc.format.mimetypeapplication/pdf
dc.language.isoenen
dc.publisherInstitute of Physics Publishingen
dc.relation.ispartofseriesIOP Conference Series: Earth and Environmental Scienceen
dc.rights© Institute of Physics Publishingen
dc.titlePerformance evaluation of pavements constructed on EPS geofoam backgill using repeated plate load testen
dc.typekonferenční příspěvekcs
dc.typeconferenceObjecten
dc.rights.accessopenAccessen
dc.type.versionpublishedVersionen
dc.description.abstract-translatedEPS Geofoam is an appropriate lightweight material for reducing dead load of road embankments and hence, mitigating settlements of pavements constructed over poor ground conditions. Although, it has been used successfully in many projects during the last 50 years, there are still drawbacks regarding its application and design, requiring deeper investigations. A serious problem is related to development of rut and crack on the pavement surface. This paper presents the results of repeated plate load tests, describing the influence of EPS density and EPS layers’ thickness as an important factors affecting the performance of these embankments. In practical applications, two layers of EPS with different densities are used and the density of the bottom layer should be minimized in order to reduce overall cost of the pavement along the road. It has been observed that incorporating layers of EPS geofoam with inadequate thickness and densities lower than 20 kg/m3, significantly reduces the ability of such pavements to tolerate against rutting. Lower EPS densities also show a less reliable response with a noticeable number of loading cycles.en
dc.subject.translatedEarth sciencesen
dc.subject.translatedLoad testingen
dc.subject.translatedDifferent densitiesen
dc.subject.translatedGround conditionsen
dc.subject.translatedInfluential factorsen
dc.subject.translatedITS applicationsen
dc.subject.translatedNumber of cyclesen
dc.subject.translatedPavement surfaceen
dc.subject.translatedPlate load testsen
dc.subject.translatedRoad pavementsen
dc.identifier.doi10.1088/1755-1315/221/1/012007
dc.type.statusPeer-revieweden
dc.identifier.obd43924787
dc.project.IDLO1502/RoRTI - Rozvoj Regionálního technologického institutucs
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