{"id":"W4383536185","doi":"10.3390/su151310665","title":"Cracking Pattern and Bearing Capacity of Steel Fiber-Reinforced Concrete Single-Layer Tunnel Lining","year":2023,"lang":"en","type":"article","venue":"Sustainability","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"Natural Science Foundation of Sichuan Province; National Natural Science Foundation of China","keywords":"Cracking; Materials science; Fiber-reinforced concrete; Composite material; Fiber; Bearing capacity; Structural engineering; Durability; Layer (electronics); Geotechnical engineering; Geology; Engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002809024,0.0002653211,0.0002621336,0.0008184056,0.0001074281,0.0001412993,0.0001988926,0.0003308393,0.0008266687],"category_scores_gemma":[0.0005783219,0.0001824802,0.0002028413,0.0002191387,0.0002216847,0.0002480796,0.0002054472,0.0001563782,0.0002023197],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000107942,"about_ca_system_score_gemma":0.000121866,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00114872,"about_ca_topic_score_gemma":0.001758031,"domain_scores_codex":[0.9997519,0.00001447019,0.00002531672,0.00005170311,0.0001227034,0.00003396722],"domain_scores_gemma":[0.9988028,0.000148657,0.0004950875,0.00009319937,0.0003367784,0.0001235867],"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":[0.000273226,0.0001468432,0.06785658,0.0000955252,0.00002091821,0.0003194171,0.0001912897,0.008199277,0.9104933,0.00003408409,0.0000806836,0.01228877],"study_design_scores_gemma":[0.0000187988,0.001922844,0.5443853,0.00002290779,0.00004125971,0.0007492257,0.0003383808,0.03670307,0.4153079,0.00003930532,0.0003930732,0.00007788809],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997976,0.00002394533,0.0001031163,8.407993e-7,5.393152e-7,0.000001212919,0.00001968628,0.000007113956,0.00004590731],"genre_scores_gemma":[0.999635,0.00002114106,0.0001623125,9.416661e-7,3.883202e-7,0.000001330201,0.00005081566,0.000002211942,0.0001258652],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00114872,"threshold_uncertainty_score":0.002765417,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01617119074137558,"score_gpt":0.2243550609918103,"score_spread":0.2081838702504347,"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."}}