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dc.contributor.authorKåsin, Kristoffer
dc.contributor.authorAugland, Amund
dc.date.accessioned2017-11-10T09:53:09Z
dc.date.available2017-11-10T09:53:09Z
dc.date.created2017-11-02T15:31:41Z
dc.date.issued2016
dc.identifier.urihttp://hdl.handle.net/11250/2465491
dc.description.abstractIn the planning and design phase of the E16 Sandvika – Wøyen road project in Bærum Municipality in Norway, NGI installed a large number of piezometers using the "Fully grouted" installation method. Because of layered soil conditions, with soft clay overlaying very hard moraine, traditional "push in place" installation method was not feasible for a large number of the planned sensors. Instead, a method that could ensure that sensors installed in both the clay and the moraine at the same locations had to be used. In total, 35 sensors were installed using the grout in place method, and two sensors were installed in the clay as control. The results from a pumping test performed in close proximity to the installed sensors, confirm that the installation method was successful, and that the sensors respond rapidly to changes in the in situ pore pressure.nb_NO
dc.language.isoengnb_NO
dc.relation.ispartofProceedings of the 17th Nordic Geotechnical Meeting
dc.titleInstallation of fully grouted piezometersnb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber225-232nb_NO
dc.identifier.cristin1510416
cristin.unitcode7452,2,2,0
cristin.unitnameFeltundersøkelser
cristin.ispublishedtrue
cristin.fulltextoriginal


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