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dc.contributor.authorKlinkvort, Rasmus Tofte
dc.contributor.authorSturm, Hendrik
dc.contributor.authorAndersen, Knut H
dc.date.accessioned2019-08-21T09:27:33Z
dc.date.available2019-08-21T09:27:33Z
dc.date.created2019-08-13T11:16:29Z
dc.date.issued2019
dc.identifier.citationJournal of Geotechnical and Geoenvironmental Engineering. 2019, 145 (10), .
dc.identifier.issn1090-0241
dc.identifier.urihttp://hdl.handle.net/11250/2609461
dc.description.abstractDuring installation of a skirted foundation, resistance to penetration is a combination of side and tip resistances. When penetrating a permeable soil unit, tip resistance in particular can be high but if seepage water flow from the outside to the inside of the skirted foundation exists, the pore water gradient will reduce the effective stresses and therefore also penetration resistance. Recent installation data from the field and laboratory suggest that this effect can also occur during installation in layered profiles. This paper presents a model that accounts for seepage flow in unlimited permeable layers that are overlain by one or several impermeable layers. The model assumes that seepage flow in the underlying sand layer is induced by an incremental lift of the internal soil plug, which enables the transfer of some of the differential pressure applied under the foundation lid to the bottom of the lifted soil plug. A single equation is proposed to calculate the critical suction number for layered soil conditions that can be used with an empirical model to calculate the reduction in penetration resistance. A calibration of the proposed equation for the critical suction number is carried out using an axis symmetrical finite-element model that uses a linear elastic soil model and assumes steady-state flow conditions. The calibration of the proposed equation for calculating the critical suction number was first carried out for a homogenous permeable soil. This was done to benchmark the model against previously published data. In a second step, the calibration was done for a layered profile and different flow boundary conditions. The proposed penetration model is demonstrated by back-calculating full-scale installations. The paper closes with a discussion of the main assumption of plug lift, and a simple model to evaluate the degree of plug lift is proposed.
dc.description.abstractPenetration Model for Installation of Skirted Foundations in Layered Soils
dc.language.isoeng
dc.titlePenetration Model for Installation of Skirted Foundations in Layered Soils
dc.typePeer reviewed
dc.typeJournal article
dc.description.versionpublishedVersion
dc.source.pagenumber11
dc.source.volume145
dc.source.journalJournal of Geotechnical and Geoenvironmental Engineering
dc.source.issue10
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0002106
dc.identifier.cristin1715529
cristin.unitcode7452,4,3,0
cristin.unitcode7452,4,2,0
cristin.unitnameOffshore geoteknikk
cristin.unitnameComputational Geomechanics (CGM)
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode2


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