{"id":"W2049827259","doi":"10.1139/l08-062","title":"Strength predictions of pile caps by a strut-and-tie model approach","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Structural engineering; Compatibility (geochemistry); Reinforced concrete; Building code; Pile cap; Geotechnical engineering; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":true,"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":[0.0002976127,0.0006146743,0.0005780727,0.0007573604,0.0004647683,0.0008455725,0.001403912,0.001271534,0.003487928],"category_scores_gemma":[0.00136419,0.0006801329,0.0007576816,0.0004209161,0.0005058692,0.001209435,0.0006752682,0.0006239932,0.001534784],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005786025,"about_ca_system_score_gemma":0.001051357,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006388739,"about_ca_topic_score_gemma":0.006321235,"domain_scores_codex":[0.9997869,0.00003971071,0.000006918662,0.00003005049,0.0001034317,0.00003300813],"domain_scores_gemma":[0.9996872,0.00009526752,0.00005522612,0.00002994497,0.0001111127,0.00002140532],"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":[0.00001243594,0.00001341009,0.0002865455,0.00001388474,0.00000893552,0.00005934743,0.00001836291,0.9918988,0.001537347,0.001967259,0.000203018,0.003980649],"study_design_scores_gemma":[0.000001601927,0.00001165808,0.0001010532,0.000003009307,0.000002394346,0.00001224428,0.000008804122,0.9988388,0.0004858526,0.0003207613,0.0002096196,0.000004080334],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.267822,0.0002961238,0.6820241,0.0001976206,0.00006554115,0.0001298068,0.0003261111,0.0007983294,0.0483403],"genre_scores_gemma":[0.9644634,0.0003242778,0.02525014,0.00005217507,0.0000223875,0.0001347703,0.0001642855,0.0001345955,0.009453958],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006388739,"threshold_uncertainty_score":0.01270306,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009418463893989367,"score_gpt":0.1665326914820049,"score_spread":0.1571142275880155,"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."}}