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dc.contributor.authorValverde Espinosa, Ignacio
dc.contributor.authorValverde Espinosa, Ignacio
dc.contributor.authorFuentes García, Raquel María
dc.contributor.authorMartín Morales, María
dc.date.accessioned2026-07-01T08:01:04Z
dc.date.available2026-07-01T08:01:04Z
dc.date.issued2011
dc.identifier.citationValverde Espinosa, I., Valverde Espinosa, I., Fuentes García, R. M., y Martín Morales, M. (2011). Geotechnical risk and environmental impact: The stability of phosphor-gypsum embankments in SW Spain. Electronic Journal of Geotechnical Engineering, 16 Q, 1487-1505. http://www.scopus.com/inward/record.url?eid=2-s2.0-80054074197&partnerID=40&md5=e68eda487a6613b5212f6aab6bcc6d13es
dc.identifier.issn1089-3032
dc.identifier.urihttp://hdl.handle.net/20.500.12251/5534
dc.description.abstractThis research analyzed geotechnical risk and environmental impact by studying the stability of phosphor-gypsum stacking which could lead to embankment failure, due to the failure of underlying soil materials (soft soil composed of marsh mud). Such an event could cause the outflow of a large volume of toxic acidic water and radioactive isotopes, which would signify a great pollution risk for the Marismas del Rincón of the Tinto River (Huelva, Spain). This study consisted of six CPTU static penetrations by rotary drills with continuous sampling. Laboratory tests were then performed to identify the samples and analyze their mechanical properties. The results obtained showed factors of safety (FS) with a value greater than one, both under normal conditions (no seismic event) and also under extreme conditions when there was a seismic event and a maximum load. When a staged load was modeled, the resulting FSs were found to exceed 1.6. Regarding consolidation settlements, when the most unfavorable mud thickness layer (25 m) was considered, a period of 3.2 years was required to reach 90% of the expected consolidation. The sloping phosphor-gypsum stacks were found to be stable in regards to the potential failure of the underlying soil materials. Furthermore, the low deposit rate (0.20 T/m2/month equal to a phosphor-gypsum quantity of approximately 11 cm/month) contributed somewhat to the dissipation of interstitial pressures that could potentially arise, and was consequently a further guarantee of stability. © 2011 ejge.es
dc.language.isospaes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleRiesgo geotécnico e impacto ambiental: la estabilidad de los terraplenes de fosfoyeso en el suroeste de España.es
dc.title.alternativeGeotechnical risk and environmental impact: The stability of phosphor-gypsum embankments in SW Spainen
dc.typearticle
dc.identifier.urlhttp://www.scopus.com/inward/record.url?eid=2-s2.0-80054074197&partnerID=40&md5=e68eda487a6613b5212f6aab6bcc6d13
dc.journal.titleElectronic Journal of Geotechnical Engineeringes
dc.page.initial1487es
dc.page.final1505es
dc.rights.accessRightsopenAccesses
dc.subject.keywordYesoes
dc.subject.keywordMortero de yesoes
dc.subject.unesco3312 Tecnología de Materialeses
dc.subject.unesco3308 Ingeniería y Tecnología del Medio Ambientees
dc.subject.unesco1203 Ciencia de Los Ordenadoreses
dc.subject.unesco1203.04 Inteligencia Artificiales
dc.subject.unesco1203.09 Diseño Con Ayuda del Ordenadores
dc.subject.unesco1203.26 Simulaciónes
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco6201 Arquitecturaes
dc.subject.unesco5506.01 Historia de la Arquitecturaes
dc.volume.number16 Q


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