{"id":"W2107942929","doi":"10.1139/cjce-2011-0567","title":"Simulation of pavement response to tire pressure and shape of contact area","year":2013,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba","funders":"FPInnovations","keywords":"Subgrade; Footprint; Contact patch; Finite element method; Geotechnical engineering; Asphalt; Ultimate tensile strength; Stress (linguistics); Structural engineering; Compressive strength; Asphalt pavement; Contact area; Materials science; Environmental science; Composite material; Engineering; Geology; Natural rubber","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":false,"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":[0.0002295999,0.0004130749,0.0004292832,0.0003708996,0.0002792288,0.0003561995,0.0005977747,0.0009446114,0.002350977],"category_scores_gemma":[0.0008017753,0.000384386,0.0004889432,0.0002393503,0.0003972029,0.0003278949,0.0003367689,0.0003471839,0.0001967474],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004236398,"about_ca_system_score_gemma":0.0004173955,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01172028,"about_ca_topic_score_gemma":0.009058525,"domain_scores_codex":[0.9998826,0.00002299122,0.000005987,0.00002219681,0.00003094172,0.00003521092],"domain_scores_gemma":[0.9995321,0.0002889082,0.00003852447,0.00003845235,0.0000693592,0.00003272169],"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":[0.00006036083,0.00003470259,0.001829897,0.00002386606,0.000009991031,0.00004789255,0.00003218529,0.9906784,0.005346116,0.0001541818,0.00006863628,0.001713753],"study_design_scores_gemma":[0.000005378437,0.00002055267,0.0006422108,0.000001170884,0.000003264154,0.000006621915,0.00001263108,0.998248,0.0009570762,0.00003778341,0.00006227187,0.000003084756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9759745,0.00004486184,0.02003429,0.00005520795,0.00001532317,0.00003111881,0.0003431034,0.0002789928,0.003222473],"genre_scores_gemma":[0.9964574,0.00002557489,0.002599936,0.000007217183,0.000001902177,0.00002188989,0.000106934,0.00001692828,0.0007621331],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01172028,"threshold_uncertainty_score":0.02330416,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006332245517385727,"score_gpt":0.1799384556545644,"score_spread":0.1736062101371786,"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."}}