{"id":"W2772379793","doi":"10.2749/222137817822208681","title":"Soil Structure Interaction and Performance Based Design for the Port Mann Cable Stayed Bridge","year":2017,"lang":"en","type":"article","venue":"Report","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Port (circuit theory); Metre; Span (engineering); Deck; Seismic analysis; Engineering; Structural engineering; Geotechnical engineering; Civil engineering; Geology; Electrical engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001970282,0.00008186889,0.00008496281,0.00001757747,0.0001934618,0.00006790712,0.00007685478,0.00005695163,0.00000776479],"category_scores_gemma":[0.0001184523,0.00006307995,0.00002340625,0.0000198213,0.00001832787,0.0001230094,0.00001150397,0.00009311084,5.961713e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002913865,"about_ca_system_score_gemma":0.00001567043,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004288369,"about_ca_topic_score_gemma":0.00001049408,"domain_scores_codex":[0.9995582,0.000002867752,0.000138352,0.0001061095,0.00007749123,0.0001170136],"domain_scores_gemma":[0.9994903,0.00004131276,0.00005176132,0.0003479508,0.00003924268,0.00002944058],"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":[0.000008037327,0.000002306484,0.0008377742,0.00006575118,0.00001143482,0.000005398637,0.00001671326,0.9933435,0.0004577298,0.00000492151,0.000351116,0.004895266],"study_design_scores_gemma":[0.0001160237,0.00002181315,0.0601953,0.00001699986,0.000015711,0.00005949612,0.000004862228,0.9333976,0.002467051,0.00002142902,0.003601989,0.00008175155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4479594,0.00004929276,0.5507796,0.00007829711,0.0004198933,0.0002373625,0.000004748919,0.0001736628,0.0002977828],"genre_scores_gemma":[0.9991534,0.00002392953,0.0005412025,0.00000673004,0.00005934964,0.00002751574,0.00001285707,0.00001883318,0.0001561578],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5511941,"threshold_uncertainty_score":0.2572325,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02400825400553667,"score_gpt":0.2424703109187157,"score_spread":0.218462056913179,"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."}}