{"id":"W3213318734","doi":"10.3390/geosciences11110472","title":"Evaluation of the Static Design Procedure in the Canadian Foundation Engineering Manual for Piles in Cohesionless Soil","year":2021,"lang":"en","type":"article","venue":"Geosciences","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"Dalhousie University","funders":"","keywords":"Pile; Foundation (evidence); Geotechnical engineering; Bearing capacity; Settlement (finance); Engineering; Shallow foundation; Civil engineering; Soil water; Environmental science; Computer science; Soil science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001790776,0.0000628061,0.00007408183,0.00008182254,0.00005415102,0.00003348005,0.0001932413,0.00004485376,0.000002993736],"category_scores_gemma":[0.0006613689,0.00004352991,0.00001976002,0.0005241568,0.00001659168,0.00006562612,0.000008373992,0.00009541654,5.444304e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001200827,"about_ca_system_score_gemma":0.0003711246,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002064048,"about_ca_topic_score_gemma":0.0946786,"domain_scores_codex":[0.9991653,0.0000505365,0.0001488074,0.00009775521,0.0003570152,0.0001805913],"domain_scores_gemma":[0.999642,0.0001239088,0.00001576246,0.0001158579,0.00008015269,0.00002231697],"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":[3.115644e-7,0.000005624133,0.00003968861,0.00003837649,0.000001337791,3.468041e-7,0.0004381876,0.9938855,0.0003890684,0.0006507431,0.00002085337,0.004529998],"study_design_scores_gemma":[0.0001112803,0.00001063991,0.007601797,0.0000594801,0.000009074703,0.00000199892,0.0003931605,0.9881403,0.001916425,0.001591857,0.0001061416,0.00005781338],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9686095,0.0002253915,0.02931556,0.0005377376,0.0005814629,0.0006033483,0.00000689713,0.0000334617,0.00008660432],"genre_scores_gemma":[0.9989846,0.00001027991,0.0008560658,0.00002301499,0.00001114976,0.0001022,0.000002536764,0.000005189535,0.000004983474],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09261455,"threshold_uncertainty_score":0.9218411,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03833172619152823,"score_gpt":0.2571130702601956,"score_spread":0.2187813440686674,"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."}}