{"id":"W3016375671","doi":"10.1680/jenge.18.00165","title":"Swelling pressures and hydration times in a clay seal","year":2020,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba; Canadian Nuclear Laboratories","funders":"","keywords":"Bentonite; Swelling; Geotechnical engineering; Seal (emblem); Saturation (graph theory); Hydraulic conductivity; Materials science; Radioactive waste; Geology; Composite material; Waste management; Engineering; Soil science","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00002682244,0.0000861715,0.00007424696,0.00002045447,0.00001941418,0.00001332395,0.0000454993,0.00008244674,0.00004210546],"category_scores_gemma":[0.000002640759,0.00009073518,0.00001351103,0.00005004245,0.00002011504,0.00008549546,0.00002499593,0.0001745152,0.0000272742],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002047733,"about_ca_system_score_gemma":0.000001187188,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002343878,"about_ca_topic_score_gemma":0.000001174602,"domain_scores_codex":[0.9995993,0.000007048134,0.0000951153,0.0001143847,0.00007354194,0.0001105914],"domain_scores_gemma":[0.9998769,0.000009841219,0.00000876279,0.00005776426,3.36714e-7,0.00004637537],"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":[0.00002766598,0.0000375241,0.003242839,0.00007510823,0.00002959409,0.00003708569,0.001659881,0.7784064,0.188166,0.00008497884,0.0009767669,0.02725621],"study_design_scores_gemma":[0.000351407,0.0000512548,0.006002274,0.00001709876,0.00001206621,0.000005642317,0.0001567177,0.9394113,0.04064446,0.00009946861,0.01300005,0.0002482007],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9956625,0.001547312,0.0009794272,0.0001988435,0.00004337071,0.0001225002,0.000009244127,0.0001992546,0.001237564],"genre_scores_gemma":[0.9990163,0.0004977564,0.0002904621,0.00008897256,0.00003979732,0.000006669764,0.00001535793,0.00001639457,0.00002828894],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.161005,"threshold_uncertainty_score":0.3700073,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005304513679390391,"score_gpt":0.1588148487962168,"score_spread":0.1535103351168264,"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."}}