{"id":"W4366818694","doi":"10.1016/j.apor.2023.103571","title":"State-of-the-art review of composite caisson-pile foundation (CCPF)","year":2023,"lang":"en","type":"article","venue":"Applied Ocean Research","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Caisson; Pile; Foundation (evidence); Engineering; Geotechnical engineering; Pile cap; Structural engineering; Rigidity (electromagnetism); Civil engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009534886,0.00007576075,0.0001665386,0.0001197011,0.00005211976,0.000009137396,0.0003101026,0.0000406451,0.0000296983],"category_scores_gemma":[0.000197852,0.00006510468,0.00004659814,0.001329063,0.00006970682,0.00002862089,0.0001246142,0.0002473113,0.0001182348],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004533239,"about_ca_system_score_gemma":0.00002285064,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009313872,"about_ca_topic_score_gemma":0.000002291686,"domain_scores_codex":[0.9988477,0.00003420856,0.0002732902,0.0001171993,0.0004867383,0.0002408425],"domain_scores_gemma":[0.9991483,0.0002003711,0.00002446358,0.0004449633,0.0001378342,0.00004404993],"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":[0.00002688321,0.00009066572,0.0005467245,0.02935888,0.00009383465,0.000002627452,0.0004940229,0.7366574,0.07349288,0.006789234,0.08786801,0.06457884],"study_design_scores_gemma":[0.001853021,0.0002618784,0.04101084,0.01196146,0.00008149102,0.000006755685,0.0002148942,0.4991624,0.1933205,0.01957242,0.2312766,0.001277771],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9610102,0.00304128,0.005822441,0.00102081,0.0004641493,0.002542112,0.00005193733,0.001396187,0.02465088],"genre_scores_gemma":[0.9967895,0.002722566,0.0001267057,0.000009677859,0.00001489604,0.00002001042,0.00005181785,0.00002939957,0.0002353977],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.237495,"threshold_uncertainty_score":0.2654892,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03252501438562298,"score_gpt":0.3015788387410284,"score_spread":0.2690538243554054,"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."}}