{"id":"W2314051340","doi":"10.1139/cjce-2013-0505","title":"Preliminary prediction of endurance limit for asphalt rubber mixtures due to healing","year":2014,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Asphalt; Fatigue limit; Stiffness; Cracking; Structural engineering; Natural rubber; Materials science; Fatigue cracking; Beam (structure); Asphalt pavement; Composite material; Engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"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":[0.0007258861,0.0003758639,0.0003030061,0.0007254808,0.0001308646,0.0002317706,0.0004706218,0.0005972084,0.0006164423],"category_scores_gemma":[0.001853919,0.0002415764,0.00035772,0.0002713716,0.0001651086,0.000464501,0.0002302614,0.0002594193,0.0002881951],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002299408,"about_ca_system_score_gemma":0.000097873,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001120801,"about_ca_topic_score_gemma":0.001545432,"domain_scores_codex":[0.9995215,0.00007892068,0.00003440199,0.000120591,0.0001964582,0.00004805012],"domain_scores_gemma":[0.9981949,0.001019971,0.0003354695,0.0001422912,0.0002592183,0.00004823282],"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":[0.001037528,0.0002486377,0.11832,0.0001895248,0.00005641895,0.0004065625,0.0003249533,0.08968381,0.743997,0.0001821871,0.000179548,0.04537388],"study_design_scores_gemma":[0.0000183342,0.001972993,0.1555254,0.00002362341,0.0000711273,0.0004752747,0.0002039668,0.3575462,0.4831764,0.0002050162,0.0007296276,0.00005207577],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9830604,0.0002295663,0.0160627,0.000009250134,0.000002912067,0.00001127593,0.0001307543,0.00009889664,0.0003941751],"genre_scores_gemma":[0.9969987,0.00006555871,0.002570017,0.000002744491,0.000001474378,0.00001136165,0.0001264712,0.00001096346,0.000212789],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001120801,"threshold_uncertainty_score":0.003838897,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01186307579418362,"score_gpt":0.2042695682384587,"score_spread":0.192406492444275,"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."}}