{"id":"W2130311083","doi":"10.1139/cgj-2011-0443","title":"Watertightness, cracking resistance, and self-healing of asphalt concrete used as a water barrier in dams","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Cracking; Ultimate tensile strength; Materials science; Asphalt; Geotechnical engineering; Composite material; Asphalt concrete; Permeability (electromagnetism); Compressive strength; Tension (geology); Geology","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000300183,0.0002165311,0.0003358754,0.0003256602,0.000112529,0.0001231587,0.0002367652,0.0003025336,0.0002270754],"category_scores_gemma":[0.0001012463,0.0001711492,0.00007079678,0.0001611188,0.0000818901,0.0002362188,0.00002722471,0.0008348682,0.00001178433],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002008401,"about_ca_system_score_gemma":0.00009731821,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004354415,"about_ca_topic_score_gemma":0.002244711,"domain_scores_codex":[0.9983721,0.00003440001,0.0005160001,0.00018338,0.0002028086,0.0006912787],"domain_scores_gemma":[0.9989294,0.0000793297,0.00003240944,0.0002082109,0.00007038335,0.0006801999],"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":[0.00005297778,0.00002650954,0.001629816,0.00122837,0.0003998383,0.001317252,0.002612822,0.801932,0.1725738,0.006331019,0.005179401,0.006716236],"study_design_scores_gemma":[0.005776162,0.0004823852,0.02672689,0.002580466,0.0002372427,0.003417891,0.0005813841,0.5996222,0.05655853,0.08251189,0.2171701,0.004334868],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9933345,0.00125593,0.002917122,0.0009397611,0.0003570238,0.0002225361,0.000007887616,0.0002151722,0.0007500846],"genre_scores_gemma":[0.9984914,0.0001302266,0.001089335,0.00009515956,0.0000805685,0.0000121057,0.00000259825,0.00004141502,0.00005715553],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2119907,"threshold_uncertainty_score":0.697926,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00454368207168632,"score_gpt":0.1889652029595485,"score_spread":0.1844215208878622,"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."}}