{"id":"W6976713822","doi":"10.60692/vkscj-8sg53","title":"Structural Qualification of a Developed GFRP-Reinforced Concrete Bridge Barrier using Ultimate Load Testing","year":2023,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Punching; Durability; Bridge (graph theory); Shear (geology); Flexural strength; Corrosion; Fibre-reinforced plastic; Ultimate load; Shear strength (soil)","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003329848,0.0001711203,0.0002686015,0.0003218749,0.0001050584,0.00006878246,0.0001129315,0.00008911417,0.00002068518],"category_scores_gemma":[0.00005089938,0.0001609669,0.00007868275,0.0009376172,0.00002101658,0.0009408854,0.000009819997,0.00006835528,0.0002231189],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001253309,"about_ca_system_score_gemma":0.00006000776,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003702637,"about_ca_topic_score_gemma":2.680176e-7,"domain_scores_codex":[0.9983938,0.0000237592,0.0009338271,0.00008229929,0.0003328861,0.0002334243],"domain_scores_gemma":[0.9990804,0.00001767698,0.0002694098,0.0002146809,0.0003378158,0.00008001585],"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":[0.00006764766,7.385172e-8,0.08395588,0.002114699,0.000314814,0.000002914421,0.1968044,0.7117333,0.004148435,0.000196418,0.00003348852,0.0006279023],"study_design_scores_gemma":[0.0004961977,0.000006453603,0.2059729,0.0001234722,0.00004934075,0.000008219767,0.004424019,0.7849816,0.003719332,2.391297e-7,0.00001729226,0.0002009473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9669009,0.000001725104,0.0312963,0.000003213421,0.0001693831,0.0001893617,0.0002200465,0.000654331,0.0005646647],"genre_scores_gemma":[0.998799,1.903504e-7,0.0009865833,0.00001244013,0.00002535505,0.00001204911,0.0001201005,0.00001620598,0.0000280539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1923804,"threshold_uncertainty_score":0.6564041,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.08058102821775837,"score_gpt":0.2496858805507086,"score_spread":0.1691048523329502,"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."}}