{"id":"W2161045702","doi":"10.1139/cgj-2014-0172","title":"Determining the virgin compression lines of reconstituted clays at different initial water contents","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Atterberg limits; Kaolinite; Geotechnical engineering; Compression (physics); Water content; Limit (mathematics); Clay soil; Mineralogy; Geology; Materials science; Soil water; Soil science; Composite material; Mathematics","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000258162,0.000199756,0.0002945666,0.0001546195,0.0001393216,0.00004270078,0.0004049799,0.0002518661,0.00004308354],"category_scores_gemma":[0.0001738931,0.0001219003,0.0001187489,0.00008846614,0.00008134725,0.00007513299,0.00007087414,0.0007673791,0.00002348232],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003238212,"about_ca_system_score_gemma":0.00005308726,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003436103,"about_ca_topic_score_gemma":0.0009779432,"domain_scores_codex":[0.9986337,0.00004301568,0.0004621677,0.0001220141,0.0002489384,0.0004902112],"domain_scores_gemma":[0.9987208,0.00005540033,0.00004424435,0.0002574224,0.0001368529,0.0007852985],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006124077,0.00006104626,0.0003333998,0.00007068788,0.0001503401,0.0002448783,0.000291766,0.9373592,0.01678773,0.0002996689,0.01331787,0.03102223],"study_design_scores_gemma":[0.002811798,0.0003283948,0.002059953,0.0005169123,0.0001112769,0.000902967,0.0001025133,0.8750399,0.04445927,0.001036887,0.0717781,0.0008520309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9882235,0.0002249434,0.008707814,0.0004294899,0.001613637,0.000168501,0.00002921347,0.0001878574,0.0004150601],"genre_scores_gemma":[0.999515,0.00002870649,0.00008849991,0.00009787328,0.000183847,0.000006799225,0.00001198864,0.00003135518,0.00003594497],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06231925,"threshold_uncertainty_score":0.4970952,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03619124468081938,"score_gpt":0.2251828331471546,"score_spread":0.1889915884663352,"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."}}