{"id":"W2100746152","doi":"10.1139/l08-049","title":"Mechanical performance and crack retardation study of a fiberglass-grid-reinforced asphalt concrete system","year":2008,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"ca_institutions":"Saint-Gobain (Canada)","funders":"","keywords":"Materials science; Cracking; Asphalt concrete; Overlay; Asphalt; Composite material; Viscoelasticity; Flexural strength; Structural engineering; Bending; Grid; Three point flexural test; Ultimate tensile strength; Engineering; Computer science; Geology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.0004368231,0.0001646955,0.000314954,0.0003543375,0.00007458551,0.00001700168,0.0001423053,0.00007275716,0.00003827241],"category_scores_gemma":[0.00005542511,0.0001745351,0.00004342462,0.0002190367,0.00001931657,0.0004976565,0.000008735457,0.0002415089,0.000003088675],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002658941,"about_ca_system_score_gemma":0.0001764066,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000889634,"about_ca_topic_score_gemma":0.001782641,"domain_scores_codex":[0.9987057,0.00001678042,0.0006325671,0.00008814818,0.0002933029,0.0002634572],"domain_scores_gemma":[0.9992059,0.00003237438,0.0001511236,0.0001463934,0.0001511396,0.000313007],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001032708,0.000001780934,0.003546793,0.0003690783,0.0001248594,0.0000549595,0.001881989,0.9898785,0.003497697,0.00004989758,0.0003374184,0.0002466717],"study_design_scores_gemma":[0.00122272,0.000447638,0.02193408,0.0003402363,0.0000686187,0.0003705041,0.0003800654,0.9724197,0.002200574,4.429513e-7,0.0003915211,0.0002238725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9945036,0.0002329428,0.003973,0.000006931651,0.0006826444,0.0002073661,0.00000422128,0.00003756383,0.0003516946],"genre_scores_gemma":[0.9994884,0.00005254574,0.0002543469,0.0000044003,0.0001401699,0.000005800915,0.000003138434,0.00003111227,0.00002011718],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01838728,"threshold_uncertainty_score":0.7117335,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01327691707809415,"score_gpt":0.1910963045794744,"score_spread":0.1778193875013802,"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."}}