{"id":"W4221033462","doi":"10.1061/9780784484043.023","title":"A Simplified Approach to Model Deck Resistance and Back Rotation of Abutments due to Lateral Spreading","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Superstructure; Deck; Structural engineering; Abutment; Pile; Rotation (mathematics); Geotechnical engineering; Bridge (graph theory); Engineering; Computer science","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":[0.0001783383,0.0001456066,0.0002218789,0.0001293412,0.00007817285,0.00002077803,0.0001857703,0.00004602534,0.00002899801],"category_scores_gemma":[0.00002736652,0.0001729184,0.00003565512,0.0002910581,0.000005985509,0.00005634824,0.0001633195,0.0001933062,0.000009352484],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000865547,"about_ca_system_score_gemma":0.000009642639,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000131676,"about_ca_topic_score_gemma":0.000005500778,"domain_scores_codex":[0.9990142,0.00001900754,0.00022869,0.0002397022,0.0002296626,0.0002687606],"domain_scores_gemma":[0.9995475,0.00002434475,0.00002507751,0.0002492935,0.00002584497,0.0001279203],"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":[0.00002971591,0.0000212267,0.00001112391,0.0001074234,0.00002071497,0.000003592277,0.0004862186,0.9928674,0.003631428,0.001116444,0.001035341,0.00066943],"study_design_scores_gemma":[0.000361701,0.00004849641,0.0003692915,0.00002922634,0.00001310589,0.000006894742,0.0001024219,0.9948859,0.00138837,0.0006782338,0.001863397,0.000253025],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9456925,0.0001619933,0.05134103,0.00006479788,0.0003318121,0.000474168,0.0001062499,0.0001973654,0.00163005],"genre_scores_gemma":[0.9933418,0.000006264765,0.00546586,0.00006359326,0.00001501054,0.0002104236,0.00002261401,0.00003889858,0.0008355237],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04764928,"threshold_uncertainty_score":0.7051406,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01092404556923168,"score_gpt":0.2035970966014751,"score_spread":0.1926730510322434,"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."}}