MétaCan
Menu
Back to cohort

Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results

2018· article· en· W2887138492 on OpenAlexafffund
Jenny Ramirez, Andrés R. Barrero, Long Chen, Shideh Dashti, Alborz Ghofrani, Mahdi Taiebat, Pedro Arduino

Bibliographic record

VenueJournal of Geotechnical and Geoenvironmental Engineering · 2018
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsUniversity of British Columbia
FundersNatural Sciences and Engineering Research Council of CanadaUniversity of Colorado BoulderNational Science Foundation
KeywordsCentrifugeLiquefactionGeotechnical engineeringCalibrationConstitutive equationFinite element methodGeologyStructural engineeringEngineeringMathematics

Abstract

fetched live from OpenAlex

Results of a centrifuge experiment simulating seismic site response in a layered level liquefiable soil profile are used to evaluate and systematically compare the predictive capabilities of two common numerical platforms and two classes of advanced soil constitutive models (multiyield and bounding surface) used by three different teams. The pressure-dependent multiyield (PDMY02) and simple anisotropic SAND (SANISAND) constitutive models, implemented in open source and commercially available software, were independently calibrated by three teams using the same set of monotonic and cyclic triaxial test results. Class C predictions of the elastoplastic soil response in centrifuge following verification and initial calibration showed excessive dilative tendencies in all constitutive models to different degrees. These tendencies led to a notable overestimation of acceleration spikes at higher frequencies and an underestimation of net excess pore pressures in dense sand. The second calibration phase focused primarily on reducing soil’s dilative tendencies to match centrifuge tests, even at the cost of slightly sacrificing aspects of the response at an element level or abandoning the number of cycles to liquefaction. Despite differences in calibration methodologies and priorities among three modelers, the results show that small element tests and centrifuge experiments do not always lead to the same calibrated soil parameters. Further, although current numerical platforms and advanced constitutive models were capable of reproducing many aspects of seismic site response observed in the centrifuge, they still need fundamental improvements to capture volumetric settlements. This is an old problem that needs attention in future numerical and physical model studies.

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)0.002
metaresearch head score (Gemma)0.004
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 score0.004
Threshold uncertainty score0.009

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0020.004
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0000.001
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
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 head0.021
GPT teacher head0.242
Teacher spread0.220 · 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

Citations201
Published2018
Admission routes2
Has abstractyes

Explore more

Same venueJournal of Geotechnical and Geoenvironmental EngineeringSame topicGeotechnical Engineering and Soil MechanicsFrench-language works237,207