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dc.contributor.authorTorrijo, Francisco Javier
dc.contributor.authorGarzón-Roca, Julio
dc.contributor.authorAlija, Santiago
dc.contributor.authorQuinta-Ferreira, Mario
dc.date2017-10
dc.date.accessioned2017-11-08T17:00:40Z
dc.date.available2017-11-08T17:00:40Z
dc.identifier.issn1866-6299
dc.identifier.urihttps://reunir.unir.net/handle/123456789/5960
dc.description.abstractThis paper presents an assessment on the use of dynamic compaction as a ground improvement technique in a port's hydraulic fill in the new southern dock of Sagunto's Harbor near Valencia (Spain). Soil behavior improvement was monitored by several in situ techniques such as boreholes with SPTs, DPSH, CPTU and CSWS geophysical tests. A total energy between 2188 and 3125 kN/m(2) (depending the area) was applied to the hydraulic fill by the dynamic compaction procedure. In situ techniques led to evaluate dynamic compaction efficiency, as well as controlling ground modifications that might cause potential damages to adjacent buildings. The dynamic compaction carried out was capable of fulfilling requirements established to use the area, that is, an average deformability modulus (E') of 30 MPa with a minimum of 20 MPa, in a depth of 10 m. Moreover, dynamic compaction increased hydraulic fill relative density by about 75%.es_ES
dc.language.isoenges_ES
dc.publisherEnvironmental Earth Scienceses_ES
dc.relation.ispartofseries;vol. 76, nº 19
dc.relation.urihttps://link.springer.com/article/10.1007%2Fs12665-017-7033-7es_ES
dc.rightsrestrictedAccesses_ES
dc.subjectdynamic compactiones_ES
dc.subjectground treatmentes_ES
dc.subjectin situ techniqueses_ES
dc.subjecttreatment monitoringes_ES
dc.subjectJCRes_ES
dc.subjectScopuses_ES
dc.titleDynamic compaction evaluation using in situ tests in Sagunto’s Harbor, Valencia (Spain)es_ES
dc.typeArticulo Revista Indexadaes_ES
reunir.tag~ARIes_ES
dc.identifier.doihttp://dx.doi.org/10.1007/s12665-017-7033-7


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