{"id":"W2120487357","doi":"10.1061/(asce)1090-0241(2007)133:6(748)","title":"Triaxial Apparatus for Applying Liquid Infiltration with Controlled Boundary Conditions and Internal Suction Measurement","year":2007,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba; Siemens (Canada); Queen's University","funders":"","keywords":"Geotechnical engineering; Infiltration (HVAC); Degree of saturation; Suction; Materials science; Boundary value problem; Saturation (graph theory); Mechanics; Water content; Triaxial shear test; Soil water; Stiffness; Geology; Soil science; Composite material; Mathematics; Thermodynamics; Shear (geology); 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":[0.001182238,0.0008185359,0.0005488183,0.001162482,0.000605192,0.0004832717,0.001279376,0.0006648955,0.004934792],"category_scores_gemma":[0.001748262,0.0006009503,0.0002834109,0.0007128705,0.000634565,0.001000715,0.001076426,0.001230365,0.002128847],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004061346,"about_ca_system_score_gemma":0.0009168499,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005335575,"about_ca_topic_score_gemma":0.001073935,"domain_scores_codex":[0.9983588,0.0001645927,0.0001658942,0.0003206832,0.0008669552,0.0001230182],"domain_scores_gemma":[0.9975043,0.000534135,0.0005997521,0.0005801654,0.0006079765,0.0001735858],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002197626,0.0001679724,0.001146684,0.000183003,0.000007327342,0.00008419628,0.0001219477,0.0002106721,0.9620068,0.001615313,0.001216468,0.03301988],"study_design_scores_gemma":[0.0001040366,0.001635197,0.01014915,0.0000526882,0.00005173686,0.00114961,0.0001106845,0.01240492,0.9435873,0.0003673137,0.03028294,0.0001045012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1518933,0.0007824746,0.8305041,0.0002850734,0.0004308662,0.002059103,0.00113025,0.005990488,0.006924293],"genre_scores_gemma":[0.3015526,0.001042113,0.6824915,0.0002617764,0.0002040135,0.004417945,0.0008711272,0.000323404,0.008835532],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.004934792,"threshold_uncertainty_score":0.01650852,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006854960242181471,"score_gpt":0.1923574185847796,"score_spread":0.1855024583425982,"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."}}