{"id":"W6991019988","doi":"","title":"Evaluation of the PM4Sand Constitutive Model for the Prediction of Earthquake-Induced &amp;amp; Static Liquefaction in Hydraulic Fills","year":2019,"lang":"en","type":"dissertation","venue":"Research Repository (Delft University of Technology)","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Technische Universiteit Delft","keywords":"Parametric statistics; Shakedown; Liquefaction; Hazard; Piezometer","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001219728,0.0001423095,0.0003022492,0.0005906246,0.0001226694,0.000005072422,0.0004554221,0.000625926,0.000002657795],"category_scores_gemma":[0.0005443774,0.0001262849,0.0001282312,0.0006068177,0.0001533469,0.00007529235,0.00004956927,0.0008310248,0.000001551742],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003230705,"about_ca_system_score_gemma":0.00043257,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002240713,"about_ca_topic_score_gemma":0.000256161,"domain_scores_codex":[0.9983878,0.0001079234,0.0003040915,0.0002104614,0.0007757708,0.0002139633],"domain_scores_gemma":[0.9980389,0.0002134014,0.0001742178,0.0005151531,0.001033923,0.00002443907],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008505987,0.00006130747,0.00001523977,0.0006761514,0.0001890957,4.35233e-7,0.0006760383,0.8868965,0.1051846,0.0007860646,0.0001517843,0.005277716],"study_design_scores_gemma":[0.0005637953,0.00007747593,0.001011771,0.0005329241,0.0001873228,0.000002033674,0.001465316,0.9539043,0.04119856,0.0007302436,0.0002250328,0.0001012669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9911312,0.0002568369,0.005968142,0.00004448259,0.0002669171,0.001355393,0.00005492126,0.00008300009,0.0008391248],"genre_scores_gemma":[0.9987637,0.0001731046,0.0002116871,3.000816e-7,0.000007153255,0.00001396021,0.00003021003,0.00001784827,0.0007820845],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06700774,"threshold_uncertainty_score":0.5149748,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.05870367124140857,"score_gpt":0.2920475293649769,"score_spread":0.2333438581235683,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}