{"id":"W2534272218","doi":"10.1007/s11440-016-0500-6","title":"Contact angle mechanical influence in wet granular soils","year":2016,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Contact angle; Capillary action; Wetting; Materials science; Solid mechanics; Mechanics; Granular material; Shear (geology); Contact force; Geotechnical engineering; Geometry; Composite material; Classical mechanics; Mathematics; Physics; Geology","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001354266,0.0001599827,0.000192881,0.00009495241,0.00002374906,0.00001897897,0.0002768128,0.0002315991,0.00007942711],"category_scores_gemma":[0.0001091317,0.0001162888,0.00005496925,0.0002408793,0.00002316158,0.0002380778,0.00004460819,0.0001730205,0.0001365724],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008153728,"about_ca_system_score_gemma":0.0000191193,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004548425,"about_ca_topic_score_gemma":0.00003669684,"domain_scores_codex":[0.9990568,0.00001875852,0.0002267993,0.0002031426,0.0001366937,0.0003578534],"domain_scores_gemma":[0.9993933,0.00009289157,0.00002022421,0.0003828664,0.00002562528,0.00008506565],"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":[0.00002459457,0.00004354098,0.0006311098,0.00002382144,0.00002239234,0.00007292562,0.00004532714,0.0007117898,0.9761381,0.0013188,0.003055004,0.01791256],"study_design_scores_gemma":[0.0077963,0.0005965871,0.1597037,0.001586293,0.0001006799,0.000195454,0.00009242401,0.02643432,0.4768682,0.01519292,0.3079928,0.003440371],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962537,0.0001468911,0.0006347121,0.0006344985,0.0001516778,0.0001382267,0.00001227668,0.0006812349,0.001346727],"genre_scores_gemma":[0.9993984,0.0002003526,0.0001425087,0.0001043205,0.00003893642,0.00003071016,0.000002152492,0.00002947313,0.00005311089],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.49927,"threshold_uncertainty_score":0.474212,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006623947302927481,"score_gpt":0.1988622287801818,"score_spread":0.1922382814772543,"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."}}