{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003343595,0.0002101931,0.0004448588,0.0008124007,0.000262008,0.00004690401,0.0005660567,0.0001628562,0.0002758324],"category_scores_gemma":[0.0001148736,0.0001629667,0.0002731909,0.001022854,0.0003208011,0.001091755,0.00000370506,0.0007193402,0.00001124356],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001850875,"about_ca_system_score_gemma":0.0001741613,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004877913,"about_ca_topic_score_gemma":0.000520557,"domain_scores_codex":[0.9942974,0.0003093758,0.0016845,0.0001930159,0.002979848,0.000535818],"domain_scores_gemma":[0.9947944,0.0002132914,0.0005125646,0.0003085276,0.004015436,0.0001557675],"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":[0.00163324,0.0001608951,0.03163815,0.003512122,0.0004002287,0.000005791714,0.01379271,0.03206068,0.9021794,0.0009867902,0.002022495,0.01160754],"study_design_scores_gemma":[0.003565726,0.00181044,0.2826963,0.001355842,0.0001703886,0.000001191816,0.001969848,0.04206663,0.6585069,0.0007825835,0.006691954,0.0003822123],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9935229,0.0004124926,0.003344265,0.0004412057,0.0003852133,0.00162581,0.00008001334,0.00002966777,0.0001583706],"genre_scores_gemma":[0.9966868,0.001933329,0.0007627491,0.00001362288,0.0001143413,0.0001351117,0.00005683578,0.00005176066,0.0002454849],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2510582,"threshold_uncertainty_score":0.6645589,"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."}}