{"id":"W2088500352","doi":"10.1139/t10-070","title":"A hydromechanical relation governing internal stability of cohesionless soil","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":145,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Instability; Geotechnical engineering; Geology; Permeameter; Gradation; Stress path; Soil water; Flow (mathematics); Effective stress; Mechanics; Hydraulic conductivity; Soil science; Shear (geology); Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.0002852581,0.0002204751,0.0001379037,0.0006767678,0.0001764961,0.0003608075,0.000252141,0.0001691562,0.0009830105],"category_scores_gemma":[0.001606654,0.0001308728,0.00008759049,0.0002193837,0.0008478469,0.0002089745,0.0003173333,0.0002266657,0.0001540963],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002667349,"about_ca_system_score_gemma":0.0001445875,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000891517,"about_ca_topic_score_gemma":0.001656543,"domain_scores_codex":[0.9998369,0.00001866256,0.00001382201,0.00003128846,0.00007558479,0.0000236917],"domain_scores_gemma":[0.9991585,0.0002658105,0.0003362343,0.00005934695,0.0001271611,0.00005284501],"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":[0.00009182879,0.0000271995,0.02817539,0.00008618894,0.00001563678,0.0003181611,0.0003121781,0.01222718,0.945352,0.001553823,0.00006690576,0.01177355],"study_design_scores_gemma":[0.00002029512,0.0008319963,0.2745423,0.00003377602,0.00005169824,0.001202907,0.0004626778,0.1055786,0.6129339,0.003158245,0.00111252,0.00007100419],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9925182,0.0000865957,0.006406327,0.0000147214,0.000002186064,0.00001873282,0.00006082191,0.00003602445,0.0008564869],"genre_scores_gemma":[0.9994809,0.00002402302,0.0003727659,0.00000219498,8.499763e-7,0.000005457492,0.00002935695,0.000002962601,0.00008153464],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009830105,"threshold_uncertainty_score":0.003288448,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01697628298563015,"score_gpt":0.180124468375069,"score_spread":0.1631481853894388,"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."}}