{"id":"W3159042538","doi":"10.3390/buildings11050186","title":"Dynamic Properties of Granulated Rubber Using Different Laboratory Tests","year":2021,"lang":"en","type":"article","venue":"Buildings","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University; Dalhousie University","funders":"","keywords":"Scrap; Materials science; Natural rubber; Shear modulus; Damping ratio; Shear (geology); Composite material; Triaxial shear test; Dynamic modulus; Simple shear; Dynamic mechanical analysis; Geotechnical engineering; Vibration; Structural engineering; Engineering; Metallurgy","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":[],"consensus_categories":[],"category_scores_codex":[0.00003831043,0.0001037083,0.0001499497,0.00004486814,0.00002126116,0.00001310859,0.00005573902,0.0000741199,0.0000122907],"category_scores_gemma":[0.000060983,0.00009602357,0.00003594609,0.0002524384,0.00002043584,0.00005052795,0.00002231806,0.00009235166,0.000001638703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005360776,"about_ca_system_score_gemma":0.00001338037,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007761972,"about_ca_topic_score_gemma":0.000004051672,"domain_scores_codex":[0.9994742,0.000008625104,0.0001702704,0.000104945,0.0001043274,0.0001376749],"domain_scores_gemma":[0.9997035,0.000009944279,0.00001612364,0.0001459551,0.00008718999,0.00003731018],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[8.749337e-7,0.00001288836,0.0001403284,0.0001316467,0.00001052905,0.00000164794,0.00004836085,0.3292847,0.6700378,0.00005464923,0.000008745177,0.0002678476],"study_design_scores_gemma":[0.0001776278,0.000009056063,0.003364817,0.0002062011,0.0000219113,0.000004286838,0.00002226559,0.7166368,0.2788752,0.00005353699,0.0004432294,0.000185092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9928105,0.0009235445,0.005732357,0.00001502298,0.0001339601,0.0000484055,0.000004608099,0.0002865128,0.00004509631],"genre_scores_gemma":[0.9991718,0.00004099885,0.0007164594,0.000005769579,0.000008004416,0.000003531855,0.000004114352,0.00002831419,0.00002103064],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3911626,"threshold_uncertainty_score":0.3915728,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009037256744590577,"score_gpt":0.1953723636452984,"score_spread":0.1863351069007078,"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."}}