{"id":"W3207319483","doi":"10.3390/geosciences11100427","title":"Effect of Composition on Engineering Behavior of Clay Tills","year":2021,"lang":"en","type":"article","venue":"Geosciences","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; University of Regina","keywords":"Hydraulic conductivity; Illite; Suction; Volume (thermodynamics); Kaolinite; Shrinkage; Water retention; Swelling; Water retention curve; Soil water; Clay minerals; Mineralogy; Geology; Materials science; Geotechnical engineering; Composite material; Soil science; Thermodynamics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001468428,0.000146671,0.0001119049,0.0003805883,0.0001515305,0.0004834772,0.0001121361,0.0001335681,0.0009240065],"category_scores_gemma":[0.0005661743,0.0001245631,0.0001233159,0.0001856572,0.0001671409,0.0002320742,0.0002354178,0.0001435262,0.0001475782],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001931913,"about_ca_system_score_gemma":0.000172606,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001039231,"about_ca_topic_score_gemma":0.001627357,"domain_scores_codex":[0.9998662,0.00001990618,0.00001271429,0.00002805016,0.00004183793,0.00003118633],"domain_scores_gemma":[0.9996734,0.00005771622,0.00008771447,0.00001457306,0.00006674531,0.00009991718],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002618417,0.00002220441,0.01065583,0.00004437511,0.00001345785,0.0001085107,0.00004232998,0.000827122,0.984876,0.00005669739,0.00001235888,0.003079334],"study_design_scores_gemma":[0.00001264486,0.0005571986,0.1608001,0.00001447131,0.00003498159,0.0003219011,0.0002834426,0.006680179,0.8299755,0.0001000292,0.001205218,0.00001423569],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991962,0.00009795596,0.0002046117,0.000004504655,0.000001653066,0.000004532302,0.00003525517,0.000009240818,0.0004460038],"genre_scores_gemma":[0.9993973,0.00007429482,0.0001664948,0.000004705784,0.000001110179,0.000002272814,0.00006114805,0.000006798038,0.000285957],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001039231,"threshold_uncertainty_score":0.003091156,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00492849297180337,"score_gpt":0.2125438823337933,"score_spread":0.20761538936199,"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."}}