{"id":"W1687700372","doi":"10.1139/cgj-2014-0340","title":"Discussion of “Test fill on soft plastic marine clay at Onsøy, Norway”","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Oedometer test; Consolidation (business); Geotechnical engineering; Mathematics; Void ratio; Table (database); Water table; Clay soil; Compression test; Geology; Statistics; Compression (physics); Materials science; Soil science; Soil water; Composite material; Accounting; Computer science; Groundwater","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007045449,0.0004872518,0.0002793054,0.001118466,0.001236272,0.000948142,0.001172679,0.0008451532,0.01333753],"category_scores_gemma":[0.001343906,0.0001540574,0.0003402008,0.001417509,0.001254883,0.0007267811,0.0009111818,0.000607854,0.001215359],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001787101,"about_ca_system_score_gemma":0.001047991,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04776851,"about_ca_topic_score_gemma":0.1072119,"domain_scores_codex":[0.9993235,0.00007891348,0.00003872974,0.0000693422,0.0003993768,0.00009027479],"domain_scores_gemma":[0.9995658,0.0002027307,0.00005092697,0.00004430024,0.00009794211,0.00003833179],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0009722564,0.0003957634,0.1596499,0.003445862,0.0001325561,0.02217354,0.01374763,0.03049985,0.1310003,0.04179629,0.2068119,0.3893743],"study_design_scores_gemma":[0.00001942615,0.000411326,0.2037908,0.0006505445,0.00003675403,0.002991406,0.009174511,0.003761743,0.04719241,0.002661188,0.7292007,0.0001092147],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"commentary","genre_scores_codex":[0.6381292,0.00608003,0.02576567,0.0081788,0.005644072,0.0004028235,0.0162157,0.0007571692,0.2988265],"genre_scores_gemma":[0.897785,0.003142132,0.009241121,0.001713225,0.0004013437,0.0001627794,0.004469522,0.0005705321,0.08251423],"genre_candidate":"commentary","genre_consensus":null,"teacher_disagreement_score":0.04776851,"threshold_uncertainty_score":0.0949809,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004734141893029566,"score_gpt":0.1710278146232127,"score_spread":0.1662936727301831,"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."}}