{"id":"W2118040115","doi":"10.1139/t02-006","title":"Vibratory compaction of coarse-grained soils","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Compaction; Compressibility; Lateral earth pressure; Geology; Penetration test; Modulus; Overburden pressure; Stress (linguistics); Settlement (finance); Soil water; Effective stress; Cone penetration test; Pore water pressure; Soil mechanics; Soil compaction; Penetration (warfare); Materials science; Engineering; Soil science; Subgrade; 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":[0.0002236248,0.0001704187,0.0002625494,0.0003110474,0.00008816736,0.00003398577,0.0002697096,0.0002719727,0.0003935267],"category_scores_gemma":[0.0001046426,0.0001772196,0.0001429804,0.0003028127,0.00004760722,0.0001067579,0.00001091398,0.0008436592,0.00006239622],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002593473,"about_ca_system_score_gemma":0.00005443941,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004620421,"about_ca_topic_score_gemma":0.000381696,"domain_scores_codex":[0.9987851,0.0000211677,0.0003968887,0.0001108118,0.0002113089,0.0004747606],"domain_scores_gemma":[0.9988029,0.00003867509,0.00004530855,0.0002478773,0.00006796996,0.0007972597],"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":[0.000002581388,0.0000296833,0.00000544096,0.00005132921,0.00006881325,0.0001192242,0.0000567,0.9289752,0.003699969,0.001569049,0.0290973,0.0363247],"study_design_scores_gemma":[0.0002847606,0.00007702325,0.00009968774,0.0000645018,0.00002020969,0.0003363451,0.00002328591,0.9524027,0.0009628662,0.0005125866,0.04496419,0.0002518962],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4672767,0.01173969,0.4673427,0.006198927,0.01014917,0.001363717,0.0002890396,0.005213144,0.03042689],"genre_scores_gemma":[0.998947,0.0001815184,0.0005135302,0.0001001113,0.0001419685,0.000003351185,0.000001964132,0.00003986648,0.00007067653],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5316703,"threshold_uncertainty_score":0.7226806,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01261666518030159,"score_gpt":0.1752792132614527,"score_spread":0.1626625480811511,"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."}}