{"id":"W2026942530","doi":"10.1139/t00-065","title":"Finite element modeling of hexagonal wire reinforced embankment on soft clay","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Finite element method; Consolidation (business); Reinforcement; Stiffness; Structural engineering; Engineering; Materials science","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000293523,0.0002025724,0.0002433017,0.0002262454,0.000114557,0.00003914447,0.0002617771,0.0002223697,0.0008888321],"category_scores_gemma":[0.00007233345,0.0002016572,0.0001398511,0.0002389393,0.00003225942,0.00008168007,0.00000922139,0.0006920263,0.00004413021],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004043174,"about_ca_system_score_gemma":0.000148825,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006352793,"about_ca_topic_score_gemma":0.0001917912,"domain_scores_codex":[0.9984306,0.000018094,0.0005585103,0.0001521122,0.0003262324,0.0005145275],"domain_scores_gemma":[0.9989905,0.00004274477,0.0000327463,0.0002558989,0.00006546891,0.0006125942],"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":[0.000009350766,0.000007001083,0.000001522099,0.00001638397,0.00002112936,0.0000189349,0.00003011198,0.9832432,0.0001729819,0.000301495,0.0004252497,0.01575258],"study_design_scores_gemma":[0.0002759644,0.0001105292,0.00003246742,0.0001157054,0.00001343864,0.0000445955,0.00001238084,0.9899961,0.0001793498,0.0002181007,0.00878824,0.0002130922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3680822,0.0007341657,0.6143435,0.001637513,0.0009508848,0.0007410254,0.0001141317,0.001000796,0.01239585],"genre_scores_gemma":[0.9990835,0.0001615504,0.0002565303,0.000164725,0.0001200683,0.000006025099,0.0000139233,0.0000391858,0.0001545482],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6310013,"threshold_uncertainty_score":0.9732088,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009595889556206357,"score_gpt":0.1928822155989235,"score_spread":0.1832863260427172,"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."}}