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Radial consolidation response upon the application and removal of vacuum and fill loading

Kianfar, Kourosh ; Indraratna, Buddhima ; Rujikiatkamjorn, Cholachat ; Leroueil, Serge

Canadian geotechnical journal, 2015-12, Vol.52 (12), p.2156-2162 [Periódico revisado por pares]

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Título:
Radial consolidation response upon the application and removal of vacuum and fill loading
Autor: Kianfar, Kourosh ; Indraratna, Buddhima ; Rujikiatkamjorn, Cholachat ; Leroueil, Serge
Assuntos: Axial strain ; Consolidation ; consolidation sous vide ; drains verticaux ; Geotechnics ; Geotechnology ; Load ; Observations ; Overconsolidation ; Porosity ; Pressure ; Soil mechanics ; surcharge ; vacuum consolidation ; Vacuum technology ; vertical drains ; Water
É parte de: Canadian geotechnical journal, 2015-12, Vol.52 (12), p.2156-2162
Notas: ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
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Descrição: This Note presents a laboratory study using a Rowe cell to compare the consolidation responses upon vacuum pressure and fill load application and removal. The influences of the duration of application and removal of fill load and vacuum pressures on radial consolidation were investigated using excess pore-water pressure, axial strain, and overconsolidation ratio. It is shown that the appropriate removal time for vacuum pressure can be determined based on excess pore pressure responses.
Editor: Ottawa: NRC Research Press
Idioma: Inglês

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