{"id":"W4285451132","doi":"10.32920/ryerson.14654169","title":"Evaluation of different methods to identify preconsolidatin pressure of Champlain Sea Clay from CRS tests","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University; University of Ottawa","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Compressibility; Geology; Inflection point; Curvature; Settlement (finance); Mathematics; Engineering; Computer science; Geometry","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":[0.002654126,0.001052537,0.0004770315,0.004113774,0.0002138248,0.0008102615,0.001180029,0.0006693396,0.001123616],"category_scores_gemma":[0.01130054,0.0002381997,0.0003003831,0.001435516,0.0003726244,0.0005502871,0.0006936095,0.0004563744,0.0004111426],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003696044,"about_ca_system_score_gemma":0.0004085838,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003678932,"about_ca_topic_score_gemma":0.004633644,"domain_scores_codex":[0.9983017,0.0004273471,0.0001783695,0.0002906566,0.0007108829,0.00009106089],"domain_scores_gemma":[0.9904152,0.005187252,0.001095028,0.0006143381,0.002473089,0.0002149815],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001856452,0.0005103271,0.1018189,0.001056678,0.0001346816,0.0004172531,0.001013038,0.1243336,0.1161022,0.00146079,0.001378093,0.649918],"study_design_scores_gemma":[0.00006464842,0.0006134876,0.06916223,0.00006906497,0.00005881907,0.0003424056,0.0005234785,0.8127156,0.1148019,0.00044715,0.001089843,0.0001113425],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7568127,0.0005784982,0.2338635,0.0001640761,0.00008584843,0.0002253756,0.0006582564,0.003388095,0.004223576],"genre_scores_gemma":[0.9017188,0.0002317742,0.09653261,0.00002090711,0.00001625737,0.0000737386,0.0003842111,0.0001132786,0.000908485],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004113774,"threshold_uncertainty_score":0.01403648,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04981628355042429,"score_gpt":0.3567064497933298,"score_spread":0.3068901662429055,"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."}}