Stiffness methods for compaction control: the geogauge device

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dc.contributor.author	Conde, M. C.	pt_BR
dc.contributor.author	Caldeira, L.	pt_BR
dc.contributor.author	Lopes, M. G.	pt_BR
dc.date.accessioned	2010-10-04T11:37:39Z	pt_BR
dc.date.accessioned	2014-10-10T11:00:52Z	pt_BR
dc.date.accessioned	2017-04-13T11:48:04Z
dc.date.available	2010-10-04T11:37:39Z	pt_BR
dc.date.available	2014-10-10T11:00:52Z	pt_BR
dc.date.available	2017-04-13T11:48:04Z
dc.date.issued	2010-09-05	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/1000877
dc.description.abstract	Soil compaction is a critical point in the construction of highways, airports embankment and foundations. The current specifications address embankment compaction in terms of density and water content. However, achieving a certain physical properties does not guarantee acceptable performance. So, a comprehensive experimental testing program is under development, on compacted layers to investigate the feasibility of developing a stiffness-based specification for embankment soil compaction quality control. In this paper the correlation between the geogauge device output and in situ density and water content measured in dam under construction are presented and discussed.	pt_BR
dc.language.iso	eng	pt_BR
dc.publisher	New Zealand Geotechnical Society	pt_BR
dc.rights	openAccess	pt_BR
dc.subject	Compaction	pt_BR
dc.subject	Geogauge	pt_BR
dc.subject	Stiffness	pt_BR
dc.subject	Quality control	pt_BR
dc.title	Stiffness methods for compaction control: the geogauge device	pt_BR
dc.type	conferenceObject	pt_BR
dc.identifier.localedicao	New Zealand	pt_BR
dc.description.figures	8	pt_BR
dc.description.tables	1	pt_BR
dc.description.pages	7 p.	pt_BR
dc.identifier.seminario	11th Congress of the IAEG	pt_BR
dc.identifier.local	Active, Auckland, Aotearoa - Nea Zealand	pt_BR
dc.description.sector	DG/Chefia	pt_BR
dc.description.year	2010	pt_BR
dc.description.data	5-10 de September 2010	pt_BR