{"id":"W4399887794","doi":"10.62512/conf.ukacm2024.079","title":"Mathematical modelling of pressure induced freezing point depression within soils exhibiting strong capillary pressure effect","year":2024,"lang":"en","type":"article","venue":"","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Surface tension; Soil water; Thermodynamics; Freezing-point depression; Freezing point; Capillary action; Conservation of mass; Equation of state; Mechanics; Kelvin equation; Pore water pressure; Enthalpy; Capillary pressure; Materials science; Melting point; Porous medium; Chemistry; Geotechnical engineering; Porosity; Geology; Soil science; Composite material; Physics","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":[0.0003980263,0.0006128378,0.0005152905,0.0005082185,0.0004091275,0.000893682,0.001096889,0.001667285,0.001292649],"category_scores_gemma":[0.001162184,0.0003183708,0.0006680014,0.0003494567,0.001362361,0.0008302677,0.0008781453,0.0007926138,0.0001295162],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008503023,"about_ca_system_score_gemma":0.000655464,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005442088,"about_ca_topic_score_gemma":0.002517168,"domain_scores_codex":[0.999854,0.00004250558,0.000008238699,0.00003120785,0.00003539599,0.00002872683],"domain_scores_gemma":[0.9994714,0.0002906064,0.0001343343,0.0000218514,0.00005644315,0.00002545985],"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":[0.00001528441,0.00001960047,0.0005723871,0.00005183398,0.00001232341,0.0001726669,0.00005035933,0.9765999,0.007009661,0.0141487,0.0001392594,0.001208112],"study_design_scores_gemma":[0.000002436474,0.00001310318,0.0001563442,0.000003029195,0.000003405079,0.00001979642,0.000008264597,0.9972314,0.0003720025,0.002001943,0.00018467,0.000003621771],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3436671,0.001405201,0.63494,0.001056668,0.0001050133,0.0001740528,0.0006424283,0.0002329775,0.01777651],"genre_scores_gemma":[0.9746568,0.0006712431,0.01792542,0.00006266159,0.00003632902,0.0001656872,0.0001173648,0.00003754813,0.006326858],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005442088,"threshold_uncertainty_score":0.01082081,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01686010655091342,"score_gpt":0.223291382844673,"score_spread":0.2064312762937595,"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."}}