{"id":"W2139343946","doi":"10.1139/t08-110","title":"Characterization of dual-structure pore-size distribution of soil","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":276,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Porosity; Compaction; Void ratio; Porosimetry; Materials science; Soil structure; Hydraulic conductivity; Wetting; Macropore; Compressibility; Saturation (graph theory); Geotechnical engineering; Scanning electron microscope; Composite material; Permeability (electromagnetism); Soil water; Mineralogy; Porous medium; Geology; Soil science; Mesoporous material; Chemistry; Thermodynamics; Membrane","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":[0.00007113735,0.00009219922,0.000161936,0.0000607207,0.00003965385,0.0000149516,0.0001002076,0.0001937388,0.00007664325],"category_scores_gemma":[0.0000663969,0.00008630061,0.00006243485,0.0002299928,0.00002988338,0.00008888185,0.000002879214,0.000353696,0.000001106884],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001202895,"about_ca_system_score_gemma":0.0001179424,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002836798,"about_ca_topic_score_gemma":0.0003443811,"domain_scores_codex":[0.9993016,0.0000122685,0.0002919983,0.00006146118,0.0001216239,0.0002110942],"domain_scores_gemma":[0.9994577,0.00001168652,0.00006759645,0.0001090422,0.0000947337,0.0002593132],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00003359142,0.00002672326,0.0003228421,0.00004751158,0.00007303368,0.0001537048,0.0001150286,0.04973523,0.8733968,0.001007277,0.003450898,0.07163733],"study_design_scores_gemma":[0.001244567,0.0003461442,0.7144356,0.0003491233,0.0001137348,0.001566847,0.00004152698,0.05496438,0.2025536,0.00400802,0.01963956,0.0007368834],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996894,0.00006637879,0.001992137,0.0004007958,0.0002298641,0.00004527315,0.0002193443,0.00003675777,0.0001154679],"genre_scores_gemma":[0.9995614,0.00005615006,0.00004538926,0.00006593361,0.0001377962,2.865736e-7,0.0001106627,0.000008430403,0.00001390393],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7141128,"threshold_uncertainty_score":0.3519237,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004069025809633728,"score_gpt":0.1764578651747927,"score_spread":0.172388839365159,"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."}}