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Record W2166685571 · doi:10.3141/1849-07

Geosynthetic-Reinforced Soil Walls

2003· book· en· W2166685571 on OpenAlexaboutno aff
Phillip E. Crouse, Jonathan T. H. Wu

Bibliographic record

VenueTransportation Research Record Journal of the Transportation Research Board · 2003
Typebook
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsGeotextileGeotechnical engineeringGeosyntheticsMechanically stabilized earthReinforcementPolypropyleneFoundation (evidence)Materials scienceDeformation (meteorology)Retaining wallStructural engineeringEngineeringComposite material

Abstract

fetched live from OpenAlex

An extensive literature review was conducted to collect and synthesize information on geosynthetic-reinforced soil (GRS) walls that had been monitored for extended periods of time for assessment of their long-term performance characteristics. As a result, seven GRS retaining wall projects were selected. These projects typically had well-documented, longterm reinforcement strain data, wall deformation data, and design information. The walls range from 4.5 m to over 12 m in height and typically include surcharge loads composed of earth fills or traffic loads. Reinforcement materials were polypropylene and polyester geogrids or geotextiles, ranging in short-term strength from 5.8 kN/m to more than 17 kN/m. The facings used on the walls were concrete modular blocks, concrete panels, or wrapped geotextile surfaces. Some of the walls were constructed on poor foundations, whereas others were constructed on competent foundation materials. The environmental conditions vary from freezing temperatures in Ontario, Canada, to temperatures up to 44°C for walls built in the state of Arizona. The measured performance data for the seven GRS walls were evaluated in detail. The results indicate that creep deformation was very small when well-compacted granular backfill was employed and that current design methods are overly conservative regarding long-term creep of geosynthetic reinforcement in the GRS walls. A rational procedure for predicting long-term creep deformation of GRS walls is proposed that involves conducting a soil-geosynthetic interactive performance test with on-site soil and the use of a long-term creep equation developed on the basis of the behavior of the seven GRS walls.

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)0.004
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow), Research integrity
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.835
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0040.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.006
Insufficient payload (model declined to judge)0.0010.000

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 head0.042
GPT teacher head0.301
Teacher spread0.259 · 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.

Study designNot applicable
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

Citations2
Published2003
Admission routes1
Has abstractyes

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