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NGI Publication 209

dc.contributor.authorAas, Gunnar
dc.contributor.authorLacasse, Suzanne
dc.date.accessioned2022-11-07T07:41:53Z
dc.date.available2022-11-07T07:41:53Z
dc.date.issued2022
dc.identifier.isbn978-82-546-1009-1
dc.identifier.urihttps://hdl.handle.net/11250/3030297
dc.language.isoengen_US
dc.publisherNorges Geotekniske Institutten_US
dc.relation.ispartofseriesNGI Publication;209
dc.relation.ispartofseriesNGI Publikasjon;209
dc.relation.haspartShear strength of Soft Clay in Terms of Effective Stressesen_US
dc.relation.haspartK0 as Function of Changes in Stress and Strain Conditions during Consolidation, Unloading and Reloadingen_US
dc.relation.haspartVane Shear Strength in Terms of Effective Stressesen_US
dc.relation.haspartUndrained Shear Strength of Overconsolidated Claysen_US
dc.relation.haspartStability of Natural Slopes in Quick Claysen_US
dc.relation.haspartYield stresses in Soft Contracting Claysen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleNGI Publication 209en_US
dc.title.alternativeNGI Publikasjon 209en_US
dc.typeOthersen_US
dc.source.pagenumber101en_US


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal