{"id":"W1982620012","doi":"10.1139/l03-093","title":"Investigation of shear stiffness and rutting in asphalt concrete mixes","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rut; Asphalt; Stiffness; Geotechnical engineering; Shear modulus; Asphalt concrete; Direct shear test; Shear (geology); Triaxial shear test; Asphalt pavement; Creep; Structural engineering; Engineering; Geology; Materials science; Composite material","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003598731,0.00009951875,0.0001744127,0.0004269677,0.00001925956,0.0000182413,0.00007650171,0.00005259243,0.00001926103],"category_scores_gemma":[0.00008360289,0.0001147149,0.00002291181,0.0002174761,0.0000260015,0.0003591048,0.00000380519,0.0001797346,7.856804e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002231453,"about_ca_system_score_gemma":0.0002194526,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003485424,"about_ca_topic_score_gemma":0.009379057,"domain_scores_codex":[0.9992204,0.000007359343,0.0003896155,0.00005393606,0.0001286801,0.0002000277],"domain_scores_gemma":[0.9995568,0.00002770225,0.00007314811,0.00005983214,0.00006402141,0.0002185113],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000002028512,3.198605e-7,0.008675922,0.0002228857,0.00002305198,0.00002369859,0.001674889,0.9614142,0.02709732,0.0001976001,0.00001638076,0.0006516997],"study_design_scores_gemma":[0.004597418,0.0001880771,0.4905462,0.003931548,0.00008785584,0.0002665102,0.0006869442,0.4269836,0.07048155,0.0008194238,0.0005819137,0.0008289174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953209,0.001098243,0.003019445,0.00004224957,0.0002916506,0.00006726183,0.000002473405,0.00001238514,0.0001453932],"genre_scores_gemma":[0.9987767,0.00003793089,0.001094277,0.00001007623,0.00005564088,0.000001683161,0.000001568726,0.00002050033,0.000001638466],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5344306,"threshold_uncertainty_score":0.5233734,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01220336147284425,"score_gpt":0.1942176893924321,"score_spread":0.1820143279195879,"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."}}