{"id":"W3166857184","doi":"10.22363/1815-5235-2021-17-1-74-81","title":"Ductility and flexure of lightweight expanded clay basalt fiber reinforced concrete slab","year":2021,"lang":"en","type":"article","venue":"Structural Mechanics of Engineering Constructions and Buildings","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"McGill University","funders":"","keywords":"Slab; Deflection (physics); Materials science; Basalt fiber; Flexural strength; Composite material; Brittleness; Ductility (Earth science); Basalt; Structural engineering; Geology; Fiber; Engineering; Creep","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":[0.0001208844,0.0002631196,0.0004748403,0.0001604094,0.00006426405,0.00003754652,0.00008886063,0.0001503636,0.0002117269],"category_scores_gemma":[0.0001056997,0.0002637964,0.00006180145,0.0003229562,0.00008433305,0.0002590237,0.00009706416,0.0001708974,4.340436e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003114777,"about_ca_system_score_gemma":0.00003092363,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007518044,"about_ca_topic_score_gemma":2.297304e-7,"domain_scores_codex":[0.9987877,0.00001247797,0.0005577105,0.0002328357,0.0001583838,0.0002509154],"domain_scores_gemma":[0.9992081,0.00006323885,0.000120412,0.0002367194,0.0002925357,0.00007901745],"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":[0.0000102087,1.625329e-7,0.00001964279,0.0004214325,0.0001185439,0.000002074408,0.0001041483,0.001424027,0.915152,0.08197449,0.000018456,0.0007548273],"study_design_scores_gemma":[0.0005397142,0.00005094472,0.00006696756,0.0001334417,0.00005577477,0.0001791723,0.0001199502,0.03867115,0.9587026,0.0005496669,0.000630428,0.0003001804],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938048,0.0004160417,0.004452665,0.00001927294,0.0007000411,0.0001617721,0.00007854727,0.000123948,0.0002429178],"genre_scores_gemma":[0.9808456,0.0001628345,0.01882185,0.000006275976,0.00005897102,0.000006938993,0.00001927694,0.00003033357,0.00004790321],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08142482,"threshold_uncertainty_score":0.9999814,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006143010453167864,"score_gpt":0.2047207961189904,"score_spread":0.1985777856658225,"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."}}