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Record W4381686790 · doi:10.1061/jggefk.gteng-11314

Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns

2023· article· en· W4381686790 on OpenAlexaff
Hongyang Liu, Qiang Luo, M. Hesham El Naggar, Liang Zhang, Tengfei Wang

Bibliographic record

VenueJournal of Geotechnical and Geoenvironmental Engineering · 2023
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsWestern University
Fundersnot available
KeywordsCentrifugeGeotechnical engineeringLeveeSlip (aerodynamics)Foundation (evidence)Structural engineeringSubsoilSettlement (finance)BendingGeologyConsolidation (business)Soil structure interactionFailure mode and effects analysisEngineeringSoil waterFinite element method

Abstract

fetched live from OpenAlex

Earth platforms supported by rigid columns provide an effective solution for embankments founded on thick deposits of soft soils. Nevertheless, the failure mechanisms and associated soil–structure interactions remain inadequately comprehended, particularly for structures such as columns with caps or ground beams. Recent studies have reported sporadic incidents of basal instability in rigid column–supported embankments over soft soil. To gain further insight into this issue, this study investigated the foundation settlement, failure mode of rigid columns, and ground stability under staged embankment construction by centrifuge model tests. Different ground improvement schemes (head conditions) are compared, including columns, capped columns, and columned ground beams, along with natural ground as a base model. Test results show that the potential slip surfaces for embankments on soft ground are almost circular in shape, with or without capped column support. Rigid columns exhibit different failure modes across the improved domain: compression failure under the crest, bending failure under the shoulders, and tensile/bending failures near the toe. Under critical conditions, the columns near the toe collapse first, followed by the adjacent columns beneath the slope and center of the embankment. In contrast, the column failure sequence is unclear for the beam scenario. Capped columns were found to reduce the foundation displacement significantly. Given equivalent area coverage ratios, columned beams demonstrate greater efficacy in controlling ground deformation than capped columns. The interconnecting beams form a strong foundation that mitigates overstressing of subsoil, thus reducing differential and final settlements. Finally, the stability of the ground reinforced with rigid columns under embankment loading is discussed, taking into account the fracturing of columns and the function of caps and ground beams.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.027
Threshold uncertainty score0.054

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.001
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0010.000
Open science0.0010.000
Research integrity0.0010.000
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 head0.005
GPT teacher head0.168
Teacher spread0.163 · 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 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

Citations48
Published2023
Admission routes1
Has abstractyes

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