{"id":"W1909076524","doi":"10.1139/cgj-2013-0198","title":"Viscous behaviour of clays in one-dimensional compression","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Creep; Oedometer test; Consolidation (business); Geotechnical engineering; Materials science; Compression (physics); Stress path; Deformation (meteorology); Composite material; Geology; Shear (geology)","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"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":[0.0001928756,0.000263396,0.000223437,0.000619093,0.000221078,0.0003804793,0.0001930209,0.0002229234,0.001061963],"category_scores_gemma":[0.0008194119,0.000143627,0.0001716777,0.00046076,0.0005101745,0.0003324074,0.0003262167,0.0004155072,0.00008232325],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002941742,"about_ca_system_score_gemma":0.0001706766,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00248342,"about_ca_topic_score_gemma":0.002770595,"domain_scores_codex":[0.9997956,0.00001943565,0.0000166264,0.00003341118,0.00008372738,0.00005118108],"domain_scores_gemma":[0.9995409,0.0001453224,0.0001188613,0.00003292158,0.00008461637,0.00007732615],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0002593237,0.00005226374,0.006538334,0.00007913037,0.00001584447,0.000218592,0.000419571,0.001491497,0.9858583,0.000114849,0.00004407113,0.004908182],"study_design_scores_gemma":[0.00003233188,0.001057041,0.1514037,0.00004339467,0.0000439364,0.0003541336,0.0007134224,0.0177934,0.8269696,0.0001614657,0.00135387,0.00007362194],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992763,0.00009811612,0.00026133,0.000009864636,0.000002756552,0.000005419016,0.00007256492,0.00001052691,0.0002631785],"genre_scores_gemma":[0.9992597,0.0001002862,0.0002097177,0.00001040249,0.000002164671,0.000005605436,0.000111913,0.000003877906,0.0002963784],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00248342,"threshold_uncertainty_score":0.004937947,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01130447444115358,"score_gpt":0.2041093102407963,"score_spread":0.1928048357996427,"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."}}