{"id":"W1969282934","doi":"10.3141/1789-17","title":"Shear Properties as Viable Measures for Characterization of Permanent Deformation of Asphalt Concrete Mixtures","year":2002,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"Carleton University","funders":"","keywords":"Asphalt; Stiffness; Geotechnical engineering; Shear (geology); Deformation (meteorology); Direct shear test; Asphalt concrete; Engineering; Structural engineering; Civil engineering; Materials science; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001892484,0.001143722,0.0004724285,0.005112332,0.0004248759,0.0008453288,0.0007992237,0.000555946,0.002943183],"category_scores_gemma":[0.002087913,0.0003765528,0.0004036858,0.003194585,0.0005313904,0.00112547,0.0006067632,0.000753032,0.001230455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005900959,"about_ca_system_score_gemma":0.0003817165,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002646267,"about_ca_topic_score_gemma":0.009947815,"domain_scores_codex":[0.9976041,0.0003465198,0.0001417119,0.0002205638,0.001601815,0.00008533634],"domain_scores_gemma":[0.998381,0.0003716222,0.00040493,0.000230402,0.0005320248,0.00008010519],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0008260258,0.0004866795,0.1662946,0.0006504155,0.0001572409,0.0002778445,0.0004788596,0.01118819,0.5896991,0.003467181,0.002649342,0.2238245],"study_design_scores_gemma":[0.00003924339,0.002069387,0.3546552,0.0001021748,0.000121781,0.0005934145,0.001164604,0.02894454,0.5901529,0.00242417,0.01959152,0.000141032],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7844757,0.007738941,0.1658884,0.0002344177,0.0003514279,0.0005170158,0.007332366,0.001345064,0.03211661],"genre_scores_gemma":[0.96324,0.001296619,0.02640394,0.00005157671,0.00003555666,0.0001303659,0.002076355,0.00007975279,0.00668569],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005112332,"threshold_uncertainty_score":0.01000851,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.09993328476629636,"score_gpt":0.3293466289447729,"score_spread":0.2294133441784765,"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."}}