{"id":"W2124324764","doi":"10.1139/t04-036","title":"Design and laboratory verification of a physical model of sloping capillary barrier","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":76,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Capillary action; Geotechnical engineering; Computer simulation; Capillary pressure; Infiltration (HVAC); Numerical analysis; Numerical models; Soil water; Pore water pressure; Geology; Mechanics; Materials science; Porous medium; Soil science; Mathematics; Porosity; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000349327,0.0005160508,0.0004377901,0.000349745,0.000435972,0.0006119492,0.001025024,0.0008117402,0.001475003],"category_scores_gemma":[0.0008621974,0.0003089142,0.0003610116,0.0002285237,0.0006108985,0.0005130745,0.0003632307,0.0004093483,0.0002104237],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006689879,"about_ca_system_score_gemma":0.001334518,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004342048,"about_ca_topic_score_gemma":0.002513774,"domain_scores_codex":[0.9997914,0.00003593809,0.00001482561,0.00005112301,0.00008046874,0.00002622617],"domain_scores_gemma":[0.9995139,0.0001609914,0.00007744642,0.00008818591,0.0001116188,0.00004789604],"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":[0.0001395187,0.0002152055,0.002663075,0.0001446335,0.00001932464,0.0002407479,0.00008543622,0.8708709,0.1145597,0.004501327,0.0003033697,0.006256802],"study_design_scores_gemma":[0.00006813181,0.0003809826,0.00101987,0.00001026477,0.00001672698,0.00004253329,0.00002809553,0.9668204,0.02992401,0.0004117924,0.001257299,0.0000199139],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.761125,0.0001401271,0.2314195,0.0002138262,0.00006476843,0.0004641152,0.0006328783,0.001081104,0.004858591],"genre_scores_gemma":[0.9667339,0.0001095367,0.03156482,0.00001310295,0.00000505419,0.000310716,0.0001293677,0.00001750736,0.001116043],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004342048,"threshold_uncertainty_score":0.008633554,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01120321571286019,"score_gpt":0.192975274150916,"score_spread":0.1817720584380558,"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."}}