{"id":"W2068360269","doi":"10.4043/16845-ms","title":"Centrifuge Model Tests on Anchor Piles for Tension Leg Platforms","year":2004,"lang":"en","type":"article","venue":"Offshore Technology Conference","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of New Brunswick; University of Saskatchewan","funders":"University of Cambridge; ConocoPhillips","keywords":"Centrifuge; Pile; Geotechnical engineering; Tension (geology); Structural engineering; Foundation (evidence); Lateral movement; Structural load; Geology; Engineering; Materials science; Compression (physics); Composite material; Physics","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":[0.0004786683,0.0008436558,0.000454201,0.0007296042,0.0004653126,0.0003405784,0.000621906,0.0008697805,0.003041066],"category_scores_gemma":[0.001435034,0.0004065942,0.0006265034,0.000354641,0.0003699354,0.0004237498,0.0007162672,0.0004204279,0.0007536016],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003968017,"about_ca_system_score_gemma":0.0002788018,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002006249,"about_ca_topic_score_gemma":0.003898976,"domain_scores_codex":[0.9994287,0.00006843366,0.00003728783,0.00005955942,0.000286889,0.0001190839],"domain_scores_gemma":[0.99899,0.0002536285,0.0001390422,0.0001464801,0.0002857105,0.0001851534],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.002670187,0.0004124752,0.006943861,0.000144888,0.00003756583,0.001298752,0.0004481231,0.01262635,0.9653916,0.0001098535,0.0004900194,0.009426428],"study_design_scores_gemma":[0.0002180646,0.0213634,0.07405293,0.0000394924,0.0001222463,0.000627421,0.0009906233,0.04400979,0.8556391,0.0001615929,0.002650332,0.000124966],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985039,0.0000165091,0.0008319016,0.00000899612,0.00001251582,0.00002454097,0.00009660853,0.00004408532,0.0004609335],"genre_scores_gemma":[0.9978262,0.00002493773,0.0008165786,0.00001196316,0.000003415949,0.0000280952,0.0001696187,0.0000121336,0.001107115],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003041066,"threshold_uncertainty_score":0.01017338,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01910443298594548,"score_gpt":0.2229618975867005,"score_spread":0.203857464600755,"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."}}