dc.contributor.author | Fannin, R.J. | |
dc.contributor.author | Quinteros, Santiago | |
dc.date.accessioned | 2024-02-21T11:59:57Z | |
dc.date.available | 2024-02-21T11:59:57Z | |
dc.date.created | 2024-02-15T15:43:34Z | |
dc.date.issued | 2023 | |
dc.identifier.isbn | 9781003386889 | |
dc.identifier.uri | https://hdl.handle.net/11250/3118995 | |
dc.description.abstract | This 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.iso | eng | en_US |
dc.relation.ispartof | Geosynthetics: Leading the Way to a Resilient Planet: Proceedings of the 12th international conference on geosynthetics (12ICG) | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/deed.no | * |
dc.title | Durability of geogrid reinforcement from a sloped retaining wall after 25 years in-service | en_US |
dc.type | Chapter | en_US |
dc.description.version | publishedVersion | en_US |
cristin.ispublished | true | |
cristin.fulltext | original | |
cristin.qualitycode | 1 | |
dc.identifier.cristin | 2246514 | |
dc.source.pagenumber | 747-752 | en_US |