{"id":"W2801823960","doi":"10.1139/cgj-2017-0565","title":"Time-dependent behaviour of sand with different fine contents under oedometric loading","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Creep; Geotechnical engineering; Void ratio; Strain rate; Stress relaxation; Materials science; Geology; Composite material","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":[0.0002213966,0.0002470817,0.0003706783,0.0005942059,0.0001129496,0.00004916785,0.0003640091,0.000251203,0.0002804375],"category_scores_gemma":[0.00008663205,0.0002039546,0.0001030028,0.0004795874,0.000107349,0.00007474462,0.00002986721,0.0007647158,0.00004176746],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003717654,"about_ca_system_score_gemma":0.00008580601,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008167578,"about_ca_topic_score_gemma":0.0008116901,"domain_scores_codex":[0.9984165,0.00002056258,0.0004180337,0.000178871,0.0003567204,0.0006092725],"domain_scores_gemma":[0.9985632,0.00005153784,0.00006429253,0.000291262,0.0001605108,0.0008692278],"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":[0.0001339407,0.0002893371,0.0008242521,0.0001757571,0.0008065966,0.0007777727,0.0002110143,0.9218557,0.03855814,0.001031749,0.007906878,0.02742889],"study_design_scores_gemma":[0.007775498,0.004649513,0.02203288,0.00176634,0.0007185971,0.005061914,0.0002851601,0.8649012,0.08260118,0.002023567,0.004663668,0.003520487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9303434,0.0003714228,0.06761375,0.0001994539,0.0005084017,0.0001890575,0.00003778644,0.0002587921,0.0004779005],"genre_scores_gemma":[0.9993798,0.00003309125,0.0001830268,0.0000466125,0.0001658798,0.000004996532,0.000003581754,0.00005844994,0.0001245907],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06903633,"threshold_uncertainty_score":0.8317025,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01074447724862297,"score_gpt":0.1924049428732616,"score_spread":0.1816604656246387,"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."}}