{"id":"W2085136830","doi":"10.1139/cgj-2012-0065","title":"Mechanisms and critical properties in drying shrinkage of soils: experimental and numerical parametric studies","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; National Science Foundation","keywords":"Shrinkage; Materials science; Mesoscale meteorology; Compressibility; Cavitation; Surface tension; Biot number; Mechanics; Geotechnical engineering; Composite material; Thermodynamics; Geology","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":[0.0001267993,0.0001323529,0.0002502789,0.0003003321,0.00007561994,0.00006732765,0.00008563307,0.0001282019,0.0000328344],"category_scores_gemma":[0.0002111884,0.0001092087,0.0000289129,0.00021509,0.0001456426,0.000184497,0.00002875122,0.0004580366,0.000003334772],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001275092,"about_ca_system_score_gemma":0.00004602166,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001787946,"about_ca_topic_score_gemma":0.0001457335,"domain_scores_codex":[0.9991107,0.0000280849,0.0002764106,0.0001199412,0.0001158773,0.0003489823],"domain_scores_gemma":[0.9993784,0.0000784554,0.00001643523,0.00007301304,0.00004010057,0.0004135602],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001778113,0.000828152,0.01085874,0.002273171,0.001544615,0.004172872,0.01369308,0.07796267,0.5085852,0.0564772,0.008570516,0.3148559],"study_design_scores_gemma":[0.002963552,0.001115417,0.05597382,0.001522718,0.0001158926,0.003875163,0.01346422,0.8442568,0.05176838,0.02219529,0.0006790471,0.002069716],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9822655,0.01622994,0.000653588,0.0004482823,0.0001639275,0.0001151222,0.000002170528,0.00004010685,0.00008141557],"genre_scores_gemma":[0.9986963,0.0002922789,0.0008612941,0.00008255018,0.00002978826,0.00001576628,2.151738e-7,0.00001657094,0.000005201043],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7662941,"threshold_uncertainty_score":0.4453401,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02168180313468858,"score_gpt":0.235632378882538,"score_spread":0.2139505757478495,"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."}}