{"id":"W3164268388","doi":"10.1016/j.oceaneng.2021.109113","title":"Determination of depth-of-fixity point for laterally loaded vertical offshore piles: A new approach","year":2021,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"","keywords":"Pile; Submarine pipeline; Geotechnical engineering; Bending moment; Geology; Offshore wind power; Head (geology); Seabed; Deflection (physics); Hinge; Cantilever; Structural load; Parametric statistics; Structural engineering; Engineering; Geomorphology; Mathematics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002327909,0.0008458574,0.0006370258,0.002733548,0.0004165594,0.000670958,0.001090195,0.0009214051,0.00192844],"category_scores_gemma":[0.0009341915,0.0004098743,0.0005651639,0.001038069,0.0005177176,0.001110722,0.001143524,0.0005816014,0.0007579521],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005098398,"about_ca_system_score_gemma":0.0005563033,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003215789,"about_ca_topic_score_gemma":0.003723286,"domain_scores_codex":[0.9996618,0.00002731943,0.00002095402,0.0001215138,0.0001321491,0.00003622986],"domain_scores_gemma":[0.9995098,0.0001156049,0.00006482192,0.00005023737,0.0002278507,0.00003165462],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004226657,0.0002372629,0.04086293,0.0008293869,0.0001393142,0.0008486286,0.001008571,0.1712681,0.3977149,0.01233163,0.001611755,0.3727249],"study_design_scores_gemma":[0.00003461527,0.0003287799,0.02801088,0.00005484271,0.0001149566,0.0009041125,0.0005406836,0.9053634,0.0559156,0.004106114,0.004460093,0.0001659694],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.100692,0.0004124068,0.8938979,0.00004499771,0.00004319088,0.0000667701,0.0003108332,0.0005823617,0.003949484],"genre_scores_gemma":[0.7411638,0.0004671009,0.2546716,0.00002676546,0.00004271988,0.0001126952,0.0004089643,0.00008152334,0.003024663],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003215789,"threshold_uncertainty_score":0.006451309,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01545692618594433,"score_gpt":0.2100840359074541,"score_spread":0.1946271097215098,"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."}}