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Record W2031711199 · doi:10.1680/gein.2005.12.5.239

Dilatant stresses at the interface of granular fills and geogrid strip reinforcements

2005· article· en· W2031711199 on OpenAlexaff
Marolo Alfaro, Y. P. Pathak

Bibliographic record

VenueGeosynthetics International · 2005
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsUniversity of Manitoba
Fundersnot available
KeywordsDilatantReinforcementGeogridGeosyntheticsGeotechnical engineeringMaterials scienceGeologyComposite material

Abstract

fetched live from OpenAlex

Design guidelines for geosynthetic-reinforced soil walls recommend the use of densely compacted granular soils as select fills. The prevailing construction practices employ two reinforcement layouts. In one, geosynthetics are laid out continuously throughout the length of reinforced area (sheet reinforcement): this layout is usually associated with wrap-around and modular block-type facing units. In the other, geosynthetics are laid out discretely (strip reinforcement): this is usually associated with panel-type facing units. These two reinforcement layouts interact differently with densely compacted granular fills, which are inherently dilatant. Sheet reinforcement corresponds to a free dilatancy condition whereas strip reinforcement corresponds to a restrained dilatancy condition. The effect of restrained dilatancy results in an increase in normal stresses or mobilization of dilatant stresses at the soil–reinforcement interface during reinforcement pullout and in turn generates additional localized compressive stresses in the surrounding granular fill. This has a generally positive influence because it enhances the pullout resistance of the reinforcement and also raises the effective stresses, resulting in an increase in the shear strength of the granular fill and thus improving the internal stability of reinforced soil walls. This paper presents an extension to earlier work by Alfaro et al. on the pullout interaction mechanisms of geogrid strip reinforcements. It examines the mobilization of dilatant stresses at the soil–reinforcement interface during reinforcement pullout. The study shows that it is essential to take into account the influence of dilatant stresses in the internal stability analysis of reinforced soil walls that use geogrid strip reinforcements.

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 distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.131
Threshold uncertainty score0.290

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.005
GPT teacher head0.229
Teacher spread0.224 · 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 teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
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

Citations24
Published2005
Admission routes1
Has abstractyes

Explore more

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