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Bearing capacity of bottom ash and its mixture with soils

dc.contributor.authorLópez López, Esteban
dc.contributor.authorVega Zamanillo, Angel 
dc.contributor.authorCalzada Pérez, Miguel Ángel 
dc.contributor.authorHernández Sanz, Alberto
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2024-03-13T17:35:23Z
dc.date.available2024-03-13T17:35:23Z
dc.date.issued2015
dc.identifier.issn2524-1788
dc.identifier.issn0038-0806
dc.identifier.urihttps://hdl.handle.net/10902/32227
dc.description.abstractThis study characterizes two types of silica-aluminous bottomashes, produced at Spanish powerstations situated in Soto de Ribera(SR) and Aboño (AB),for their use in roads. Using laboratory tests, it was verified that these ashes can be used in embankments when they are appropriately compacted, given that their dry densitie sare very low. CBR index values of over 30% were obtained. Three soils have been mixed with different percentage sof the bottom ashes. Soils can be improved by adding bottom ash contents that vary from 15% to 40% of the soil weight, thus improving their load-bearing capacity and reducing their plasticity.es_ES
dc.format.extent7 p.es_ES
dc.language.isoenges_ES
dc.publisherJapanese Society of Soil Mechanics and Foundation Engineeringes_ES
dc.rights© 2015 The Authors. Published by Elsevier Ltd on behalf of Japanese Society of Soil Mechanics and Foundation Engineeringes_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceSoils and Foundations, 2015, 55(3), 529-535es_ES
dc.subject.otherPower stationes_ES
dc.subject.otherBottom ashes_ES
dc.subject.otherRoades_ES
dc.subject.otherSoilses_ES
dc.titleBearing capacity of bottom ash and its mixture with soilses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttp://dx.doi.org/10.1016/j.sandf.2015.04.005es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.sandf.2015.04.005
dc.type.versionpublishedVersiones_ES


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© 2015 The Authors. Published by Elsevier Ltd on behalf of Japanese Society of Soil Mechanics and Foundation EngineeringExcepto si se señala otra cosa, la licencia del ítem se describe como © 2015 The Authors. Published by Elsevier Ltd on behalf of Japanese Society of Soil Mechanics and Foundation Engineering