{"id":"W2016445431","doi":"10.1061/(asce)mt.1943-5533.0001276","title":"Shear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types","year":2015,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Materials science; Aggregate (composite); Cracking; Composite material; Compressive strength; Shear (geology); Self-consolidating concrete; Volume fraction","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006956314,0.000300691,0.0007577068,0.0004372595,0.00001344648,0.00007545175,0.0001821993,0.00009190429,0.00006806075],"category_scores_gemma":[0.0001264558,0.0002452619,0.00003281502,0.0002233106,0.00003547053,0.0002907139,0.00006780597,0.0001456971,0.000003688585],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001300807,"about_ca_system_score_gemma":0.00003438566,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001014425,"about_ca_topic_score_gemma":0.000008795045,"domain_scores_codex":[0.9982148,0.0000358561,0.0009711686,0.0001258239,0.0003430143,0.0003093365],"domain_scores_gemma":[0.9991072,0.00004743978,0.0002832312,0.000177629,0.000228793,0.0001557137],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001945956,0.00001945016,0.0003144034,0.0003561703,0.00009454867,0.00008487845,0.0004723494,0.132015,0.8658633,0.0001368568,0.00008043123,0.0003679996],"study_design_scores_gemma":[0.00176519,0.0004670453,0.0007566965,0.001192185,0.00006725938,0.0001087999,0.00005109744,0.003186634,0.9916232,0.00001290326,0.0004353476,0.0003335926],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953447,0.000250466,0.00287555,0.00002219699,0.001049755,0.00030459,0.00002721607,0.0000472514,0.00007829205],"genre_scores_gemma":[0.996595,0.00006833164,0.003033534,0.00001042796,0.0001798162,0.00002088247,0.000005323667,0.0000698764,0.00001677315],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1288284,"threshold_uncertainty_score":0.9999999,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01563325306451379,"score_gpt":0.2253350416412789,"score_spread":0.2097017885767651,"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."}}