{"id":"W2037014893","doi":"10.1139/t08-017","title":"Capillary-induced tensile strength in unsaturated sands","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Korea Institute of Construction and Transportation Technology Evaluation and Planning; Korea Institute of Construction Technology","keywords":"Ultimate tensile strength; Soil water; Geotechnical engineering; Capillary action; Materials science; Water content; Composite material; Geology; Soil science","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":[0.0002165306,0.0001574457,0.0001620968,0.0006498286,0.0002122503,0.0002836261,0.0001726051,0.0001415603,0.001176165],"category_scores_gemma":[0.0005351803,0.0001742808,0.00009915359,0.0002780453,0.0006016481,0.0002206448,0.0003323947,0.0002480841,0.00009951248],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004049402,"about_ca_system_score_gemma":0.0002864278,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002204003,"about_ca_topic_score_gemma":0.004101534,"domain_scores_codex":[0.9998566,0.0000104132,0.000006499216,0.0000204815,0.00006898163,0.00003687468],"domain_scores_gemma":[0.9995858,0.0001132352,0.00009236707,0.000018923,0.0001008948,0.00008875605],"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":[0.0001403604,0.000024126,0.004901239,0.00006854562,0.000009639559,0.000299841,0.000120039,0.002198791,0.9860852,0.001071373,0.00006001625,0.005020855],"study_design_scores_gemma":[0.00001820004,0.0003536445,0.08940225,0.00002071983,0.00001946314,0.0004245668,0.0003314906,0.01963595,0.8877751,0.000802674,0.001179742,0.00003616978],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9964126,0.0001663728,0.00176378,0.000009470825,0.000004943362,0.00001064989,0.0000538155,0.00002419371,0.001554162],"genre_scores_gemma":[0.9991817,0.00008302241,0.0002577379,0.000003793027,0.000001564873,0.000004424141,0.00003463748,0.000002209717,0.0004308221],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002204003,"threshold_uncertainty_score":0.004382372,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01389038705118698,"score_gpt":0.1934743421389586,"score_spread":0.1795839550877716,"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."}}