{"id":"W4368371886","doi":"10.1177/03611981231166002","title":"Evaluation of Crack Development Through a Bituminous Interface Reinforced With Geosynthetic Materials by Using a Novel Approach","year":2023,"lang":"en","type":"article","venue":"Transportation Research Record Journal of the Transportation Research Board","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Cracking; Materials science; Asphalt; Reinforcement; Dissipation; Structural engineering; Asphalt concrete; Composite material; Displacement (psychology); Geotechnical engineering; Modulus; Engineering","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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":[0.006665086,0.0002228362,0.0004049977,0.0006188041,0.0002262432,0.00006450447,0.0005388901,0.0001706063,0.00007965645],"category_scores_gemma":[0.0001732967,0.0001678614,0.0001153972,0.002317773,0.0002553934,0.000405249,0.000006025341,0.0008294038,0.000006097935],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003476648,"about_ca_system_score_gemma":0.0004912156,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001119007,"about_ca_topic_score_gemma":0.00067544,"domain_scores_codex":[0.9932474,0.0004055415,0.001209509,0.000253239,0.004275671,0.0006086728],"domain_scores_gemma":[0.9958142,0.0002936317,0.0002358946,0.0003314429,0.003179032,0.0001457697],"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":[0.0001960516,0.00006956606,0.0003281621,0.0004503427,0.0001452211,0.000002860995,0.002735572,0.8797452,0.1140182,0.0001290976,0.0002226747,0.001957086],"study_design_scores_gemma":[0.007125128,0.001144536,0.1298757,0.002808036,0.0005154329,0.000005271985,0.005854634,0.5257989,0.3206108,0.0009861958,0.004206053,0.001069335],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9357068,0.0001346257,0.06282331,0.00008751901,0.0001770929,0.0008730349,0.00004798923,0.00008021922,0.00006940792],"genre_scores_gemma":[0.9956924,0.0001821099,0.003819941,0.000002168922,0.00003210224,0.00008522841,0.00004236665,0.00006745504,0.00007620188],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3539464,"threshold_uncertainty_score":0.6845191,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.129691645600359,"score_gpt":0.3589278482911101,"score_spread":0.2292362026907511,"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."}}