Challenges in the measurement of cross-shore geotechnical characteristics of sandy beach surface sediments

dc.contributor.authorBrilli, Nicola C.en
dc.contributor.authorStark, Ninaen
dc.date.accessioned2025-11-21T18:11:25Zen
dc.date.available2025-11-21T18:11:25Zen
dc.date.issued2024-08-01en
dc.description.abstractGeotechnical properties of surficial beach sediments affect beach erosion and shoreline changes. This study sets out to measure relative density, moisture content, friction angle, and shear strength of sandy beach surface sediments from dune to swash zone towards the goal of assessing their importance in sandy beach morphodynamics. Methods of sediment sampling, a conductivity based moisture probe, field penetrometers, and a field vane shear were deployed to collect data at the sandy Atlantic -side beach in Duck, North Carolina. The tools used were assessed based on their operability in the beach environment and data quality, and results are discussed in the context of beach morphodynamics. A digital field vane shear provided an efficient and direct method of measuring shear strength, but the difficulty of computing stresses on the failure plane, which is necessary to validate the results, ultimately reduced the usability of this instrument. The results from three penetrometers were compared to a partially -saturated bearing capacity model, where a portable free -fall penetrometer yielded the best fit. However, a modified velocity -dependent strain rate correction factor ( K = 0 .31 v i ) was required to convert dynamic sediment resistance to a quasi -static resistance for the partially saturated sands. A small-scale digital push in penetrometer also achieved a positive correlation when compared to moisture content, but the small tip diameter (5 mm) coupled with the grain size at the beach (0.35 mm) raised concerns about the ability to derive an accurate measure of strength. It was determined that estimating strength parameter using a partially saturated bearing capacity model was appropriate for water contents less than 25% by volume, or anywhere in the crosshore above the swash to the dune. Relative density and moisture content were found to be closely linked, with partial saturation resulting in samples that featured negative relative densities up to - 40%.en
dc.description.sponsorshipNational Science Foundation [CMMI- 1751463]en
dc.format.mimetypeapplication/pdfen
dc.identifier.doihttps://doi.org/10.1016/j.coastaleng.2024.104535en
dc.identifier.eissn1872-7379en
dc.identifier.issn0378-3839en
dc.identifier.urihttps://hdl.handle.net/10919/139718en
dc.identifier.volume191en
dc.language.isoenen
dc.publisherElsevieren
dc.rightsCreative Commons Attribution 4.0 Internationalen
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/en
dc.subjectGeomorphodynamicsen
dc.subjectFree-fall penetrometeren
dc.subjectRelative densityen
dc.subjectPartial saturationen
dc.subjectBearing capacityen
dc.subjectVane shearen
dc.titleChallenges in the measurement of cross-shore geotechnical characteristics of sandy beach surface sedimentsen
dc.title.serialCoastal Engineeringen
dc.typeArticle - Refereeden
dc.type.dcmitypeTexten

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