{"id":"W4401735515","doi":"10.1139/cgj-2023-0705","title":"Progressive failure of helical anchors in sand under monotonic uplift loading","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Embedment; Geotechnical engineering; Centrifuge; Particle image velocimetry; Geology; Digital image correlation; Submarine pipeline; Deformation (meteorology); Anchoring; Monotonic function; Displacement (psychology); Offshore geotechnical engineering; Structural engineering; Engineering; Mechanics; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002228511,0.0003435524,0.0003672582,0.0006235454,0.000394375,0.0005333061,0.0003280284,0.000400983,0.001311349],"category_scores_gemma":[0.000730841,0.0003079168,0.0002216938,0.0002905503,0.000844432,0.0002361998,0.0005787588,0.0002923005,0.0004381425],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002947915,"about_ca_system_score_gemma":0.0003211477,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003169162,"about_ca_topic_score_gemma":0.005310278,"domain_scores_codex":[0.9997566,0.00001519479,0.00001982942,0.00003821095,0.00009276645,0.00007746324],"domain_scores_gemma":[0.9995354,0.00007112074,0.0001365947,0.00007325348,0.00008879865,0.00009483322],"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":[0.0008160297,0.00009777183,0.02217238,0.00009493358,0.00003286228,0.003031272,0.0005977394,0.01513337,0.9475144,0.0002945566,0.0001627894,0.01005193],"study_design_scores_gemma":[0.00003827686,0.001897104,0.1685596,0.00003938884,0.00006003337,0.0008800849,0.001769844,0.0478029,0.7770202,0.0002426534,0.001633142,0.00005676781],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990835,0.00003298362,0.0004849934,0.000006296823,0.000004219302,0.000007536203,0.00003384737,0.00002050826,0.0003261868],"genre_scores_gemma":[0.9992247,0.00003252826,0.000226461,0.000003185146,8.785094e-7,0.000003506141,0.00003077005,0.000003290333,0.0004748301],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003169162,"threshold_uncertainty_score":0.006301403,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006471881028962164,"score_gpt":0.2054564202444231,"score_spread":0.198984539215461,"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."}}