{"id":"W4390768477","doi":"10.3390/w16020232","title":"Prediction of Internal Erosion Parameters of Clay Soils Using Initial Physical Properties","year":2024,"lang":"en","type":"article","venue":"Water","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"Aecom (Canada)","funders":"American University of Sharjah","keywords":"Cohesion (chemistry); Soil water; Geotechnical engineering; Shear (geology); Water content; Direct shear test; Atterberg limits; Erosion; Internal friction; Soil science; Environmental science; Materials science; Geology; Composite material; Chemistry","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":[0.00004953751,0.00006570535,0.00009851894,0.00005194455,0.000007126278,0.00001110472,0.00003872662,0.00003069316,0.000005587662],"category_scores_gemma":[0.000002667043,0.00004308666,0.00005048851,0.00002434961,0.00002226976,0.00009307408,0.00001584408,0.00009358134,0.000006485564],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001919266,"about_ca_system_score_gemma":0.000003121691,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002070254,"about_ca_topic_score_gemma":1.769494e-7,"domain_scores_codex":[0.9996245,0.00000722411,0.000131447,0.00006153934,0.00008054204,0.00009475012],"domain_scores_gemma":[0.9998972,0.000006513548,0.000004436014,0.000065325,0.00001020938,0.00001624561],"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":[0.000009645716,0.00000972871,0.00003414938,0.000294277,0.00003472759,0.000001765096,0.001202903,0.1365238,0.8607667,0.00001666944,0.00007238851,0.001033178],"study_design_scores_gemma":[0.00004423907,0.00002618945,0.00006254126,0.0001735546,0.00001189961,0.000002849998,0.000009074934,0.4355702,0.5639216,0.00002297972,0.0001225101,0.00003240413],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9907514,0.00004592398,0.008143142,0.00000519206,0.0005617591,0.00003512707,0.00001412393,0.0001237163,0.0003195975],"genre_scores_gemma":[0.9994912,0.000002704166,0.0003592697,0.000001588159,0.0000937513,0.000002335571,0.000003962351,0.00001715376,0.00002808106],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2990463,"threshold_uncertainty_score":0.1757023,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03184419049397271,"score_gpt":0.2242767421709974,"score_spread":0.1924325516770246,"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."}}