{"id":"W4315618930","doi":"10.1016/j.jrmge.2022.12.012","title":"A novel method for geometric quality assurance of rock joint replicas in direct shear testing – Part 2: Validation and mechanical replicability","year":2023,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Stiftelsen Bergteknisk Forskning; Nuclear Waste Management Organization","keywords":"Direct shear test; Shear (geology); Joint (building); Quality assurance; Shear strength (soil); Geology; Geotechnical engineering; Materials science; Structural engineering; Engineering; Composite material","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006220694,0.001130127,0.0006976869,0.001583421,0.0005496693,0.001282847,0.001265642,0.001296299,0.002070423],"category_scores_gemma":[0.01374429,0.0006377876,0.0007087374,0.0008524923,0.001396958,0.001002896,0.001272469,0.001434858,0.001153736],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004439424,"about_ca_system_score_gemma":0.0009043446,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003670557,"about_ca_topic_score_gemma":0.0006573432,"domain_scores_codex":[0.9945232,0.0008279788,0.0005167995,0.00101369,0.002995818,0.0001225306],"domain_scores_gemma":[0.9839097,0.003875769,0.00188883,0.005897394,0.00421667,0.0002117258],"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":[0.0001265884,0.00007414268,0.001677868,0.0004391935,0.00003284663,0.0003094179,0.0003760125,0.001701857,0.9256505,0.001436982,0.0006299427,0.06754458],"study_design_scores_gemma":[0.000032022,0.0009244841,0.005440422,0.00009992639,0.00008302262,0.002096814,0.0001506223,0.01037249,0.9661142,0.0009141987,0.01365057,0.0001212241],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07566431,0.001894589,0.9171295,0.0001689377,0.0004266066,0.0008025891,0.0003369954,0.001533503,0.002042989],"genre_scores_gemma":[0.2598095,0.001102045,0.7345199,0.0001306188,0.00009574591,0.0009817124,0.0004179707,0.0004098059,0.002532668],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.006220694,"threshold_uncertainty_score":0.0328986,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.05250809702853605,"score_gpt":0.2925216412953809,"score_spread":0.2400135442668448,"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."}}