{"id":"W2035199823","doi":"10.1007/s10706-015-9863-y","title":"Using the Continuously Disturbed Line to Estimate the Mechanical Behaviour of Unsaturated Compacted Soils","year":2015,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Ottawa; Stantec (Canada)","funders":"","keywords":"Water content; Soil water; Geotechnical engineering; Hydrogeology; Suction; Void ratio; Soil science; Water retention curve; Drop (telecommunication); Field capacity; Water potential; Geology; Environmental science; Thermodynamics; Physics; Engineering","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0002387815,0.0003914232,0.0002239448,0.001241809,0.0001756566,0.0003492468,0.0003406493,0.0004549207,0.0004381118],"category_scores_gemma":[0.001366932,0.0001825519,0.0001546775,0.0007926385,0.000220393,0.0005303293,0.0002046768,0.0002606751,0.0001615818],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002190729,"about_ca_system_score_gemma":0.0002327341,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007506587,"about_ca_topic_score_gemma":0.008320125,"domain_scores_codex":[0.9998658,0.0000328863,0.00000825273,0.00003706336,0.00004105992,0.00001500969],"domain_scores_gemma":[0.9991793,0.0003347075,0.0001672434,0.00006706923,0.0001900086,0.00006165169],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001352057,0.0004626278,0.151809,0.0001703003,0.0001597012,0.0003717973,0.0003233805,0.5172631,0.1458471,0.0007899683,0.0004190347,0.181032],"study_design_scores_gemma":[0.00001605074,0.00008454441,0.02638824,0.000003985208,0.00001209088,0.00003881559,0.00003224438,0.9677853,0.005335206,0.0001498513,0.0001402419,0.00001347973],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9056512,0.0000763829,0.09333435,0.0000138616,0.000007229061,0.00001143568,0.0001774908,0.0002913557,0.0004366016],"genre_scores_gemma":[0.9903027,0.00001984678,0.009374168,0.000002715579,0.000002781435,0.000006816068,0.0001316689,0.000006886916,0.0001522702],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007506587,"threshold_uncertainty_score":0.01492578,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02994378010046634,"score_gpt":0.2680319278207234,"score_spread":0.2380881477202571,"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."}}