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Record W4410237826 · doi:10.1061/jggefk.gteng-13275

Direct and Interface Shear Behavior of an Authigenic Glauconite Sand from the Coastal Plain of New Jersey

2025· article· en· W4410237826 on OpenAlexaboutno aff
Yuanjing Zou, Don J. DeGroot, Zachary J. Westgate

Bibliographic record

VenueJournal of Geotechnical and Geoenvironmental Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsnot available
Fundersnot available
KeywordsAuthigenicGlauconiteGeologyGeotechnical engineeringShear (geology)Coastal plainGeomorphologyMineralogySedimentPetrology

Abstract

fetched live from OpenAlex

Glauconite sand, a green-colored, iron–potassium micaceous peloid known for its high crushability, has been found at locations in Europe and the United States where offshore wind development is currently underway. Crushing the material increases the fines content and transforms its behavior from sandlike to claylike, which can affect shaft resistance and end bearing during pile driving and long-term axial loading. The strain rate during pile driving can exceed 106% per hour, in which undrained viscous effects dominate the shaft resistance. Following installation, shaft resistance can exhibit a drained or an undrained response, depending on the nature of static and cyclic operational loads and the degree of particle crushing of the soil and its associated drainage properties. Direct shear and interface shear tests were conducted to study the effects of shear rate, interface roughness, and extent of particle crushing on the shear behavior of glauconite sand. Tests were conducted on natural and artificially degraded glauconite sand as well as Ottawa 20-30 sand and Boston Blue Clay to benchmark the results against typical sand and clay behavior. Results show that the peak and residual shear stress decrease as the shear rate increases, transitioning from drained to partially drained conditions. With continued increases in shear rate, viscous effects were observed to increase the shear resistance of degraded glauconite sand. The peak and residual shear stress also decreased with increasing degradation, reaching a minimum after mixing the soil in a dispersion cup for 60 min. The drained peak and residual shear stress between soil and steel followed expected trends related to surface roughness, while roughness effects under undrained conditions were less conclusive. Results are discussed in the context of implications for offshore pile foundation design.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.129
Threshold uncertainty score0.256

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.004
GPT teacher head0.191
Teacher spread0.186 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations1
Published2025
Admission routes1
Has abstractyes

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