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dc.contributor.authorFannin, R.J.
dc.contributor.authorQuinteros, Santiago
dc.date.accessioned2024-02-21T11:59:57Z
dc.date.available2024-02-21T11:59:57Z
dc.date.created2024-02-15T15:43:34Z
dc.date.issued2023
dc.identifier.isbn9781003386889
dc.identifier.urihttps://hdl.handle.net/11250/3118995
dc.description.abstractThis study presents a durability assessment of geogrid samples that were exhumed from a sloped retaining wall 25 years after completion of construction. The durability assessment is based on visual inspection and a series of index and strength tests, focusing on the identification of possible physical damage and/or degradation. The assessment lends confidence in the use of isochronous load-strain-time data for predicting the long-term strain of geogrid reinforced soil structures for design practice. This research belongs to the few well-documented long-term studies on geogrid durability.en_US
dc.language.isoengen_US
dc.relation.ispartofGeosynthetics: Leading the Way to a Resilient Planet: Proceedings of the 12th international conference on geosynthetics (12ICG)
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleDurability of geogrid reinforcement from a sloped retaining wall after 25 years in-serviceen_US
dc.typeChapteren_US
dc.description.versionpublishedVersionen_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1
dc.identifier.cristin2246514
dc.source.pagenumber747-752en_US


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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