{"id":"W2012143183","doi":"10.1016/j.nucengdes.2010.04.018","title":"Shear behavior of headed anchors with large diameters and deep embedments in concrete","year":2010,"lang":"en","type":"article","venue":"Nuclear Engineering and Design","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"ca_institutions":"Atomic Energy (Canada)","funders":"Korea Hydro and Nuclear Power; University of Texas at Austin; Electric Power Research Institute","keywords":"Shear (geology); Structural engineering; Materials science; Geotechnical engineering; Forensic engineering; Engineering; Geology; Composite material","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":[0.0001079041,0.0001445761,0.0002173167,0.0001478441,0.00002005513,0.00002583219,0.00005769246,0.00008154658,0.00001860506],"category_scores_gemma":[0.00002016672,0.0001357314,0.0000210821,0.0001509046,0.0000305604,0.00008036821,0.00001622866,0.0002307513,0.000001661808],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001318831,"about_ca_system_score_gemma":0.00000261993,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000295335,"about_ca_topic_score_gemma":0.000004826612,"domain_scores_codex":[0.999386,0.000009210739,0.0001424567,0.000151932,0.00009503396,0.0002154186],"domain_scores_gemma":[0.9997001,0.00004239437,0.00001619129,0.0001402564,0.00001171131,0.00008938515],"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":[0.00002780935,0.000005444697,0.00655476,0.000115882,0.0000728408,0.00002317011,0.0008541956,0.02474358,0.9659822,0.0001383429,0.00001603895,0.001465727],"study_design_scores_gemma":[0.001902215,0.000230409,0.1216989,0.0001384451,0.0001597066,0.00006782955,0.0002216963,0.7920457,0.08252703,0.00001340946,0.0002849695,0.0007096652],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980418,0.000127341,0.001489297,0.000004342928,0.00006696633,0.0001056267,0.000003213014,0.0001254987,0.0000359131],"genre_scores_gemma":[0.9798602,0.00002726351,0.02003605,0.000005607224,0.00001406035,0.000007090679,0.000001206028,0.00004415175,0.000004301023],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8834552,"threshold_uncertainty_score":0.5534965,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005511272334226676,"score_gpt":0.1811297145058996,"score_spread":0.1756184421716729,"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."}}