{"id":"W2291465512","doi":"10.1139/cgj-2015-0222","title":"Prediction of the variation of swelling pressure and one-dimensional heave of expansive soils with respect to suction using the soil-water retention curve as a tool","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Oedometer test; Expansive clay; Geotechnical engineering; Suction; Swelling; Soil water; Overburden pressure; Water content; Geology; Soil science; Engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.0003046192,0.0000837437,0.000130716,0.0001142868,0.0001009333,0.00001332919,0.00008895193,0.0001126826,0.00001503974],"category_scores_gemma":[0.00006602838,0.00004090287,0.000048106,0.0001769341,0.00007066047,0.0001283433,0.00001278504,0.0002188055,3.784396e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008539126,"about_ca_system_score_gemma":0.000146279,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003696214,"about_ca_topic_score_gemma":0.001184043,"domain_scores_codex":[0.999169,0.00005972137,0.0002882766,0.00009359747,0.0002257383,0.0001636823],"domain_scores_gemma":[0.9994029,0.00004505505,0.00009116829,0.0001487856,0.0002170455,0.00009509119],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00012967,0.000009316491,0.0003297714,0.00003330328,0.0001473661,0.000003271114,0.0005195537,0.5512275,0.4451126,0.0001752536,0.00009970614,0.002212778],"study_design_scores_gemma":[0.002373453,0.0009144024,0.1596293,0.003576749,0.0008254211,0.001298903,0.0003641785,0.3166927,0.5070957,0.005892771,0.0008119646,0.0005244206],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9862574,0.00009349355,0.01243475,0.0007988092,0.0001756466,0.0001744299,0.00003393977,0.0000120896,0.00001948898],"genre_scores_gemma":[0.9995819,0.00001990356,0.000251234,0.00002309468,0.00009130094,0.000002520233,0.000001044835,0.00001220069,0.00001673922],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2345348,"threshold_uncertainty_score":0.5587595,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01553844384678582,"score_gpt":0.1935337281018861,"score_spread":0.1779952842551003,"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."}}