{"id":"W4391899825","doi":"10.1016/j.enggeo.2024.107450","title":"1-g physical modeling in engineering geology and its application of pile-reinforced reservoir landslides","year":2024,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Northern British Columbia; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Landslide; Pile; Geotechnical engineering; Reinforcement; Physical modelling; Geology; Engineering geology; Engineering; Civil engineering; Structural engineering; Seismology","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":[0.0002256062,0.0004964094,0.0005070775,0.0005140207,0.0004842505,0.0008240871,0.0009227607,0.001278217,0.001719627],"category_scores_gemma":[0.0009301344,0.0002900956,0.000641274,0.0007460183,0.0005199864,0.0006323333,0.0006151503,0.0005007507,0.0004269874],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005064913,"about_ca_system_score_gemma":0.000650769,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02147141,"about_ca_topic_score_gemma":0.01186998,"domain_scores_codex":[0.9998659,0.00004911803,0.000007491009,0.00002277864,0.00003711947,0.00001757947],"domain_scores_gemma":[0.9997899,0.00008405547,0.00002638675,0.00002497713,0.00005791026,0.00001680888],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001260152,0.00003289872,0.001434582,0.00002374934,0.00001160697,0.00009353081,0.00003020068,0.979561,0.001391576,0.008560259,0.0003889791,0.008459033],"study_design_scores_gemma":[0.000001241465,0.000004743592,0.0002562813,0.000002503419,0.000002196198,0.00001083578,0.000006060936,0.9981886,0.0001886417,0.0008401891,0.0004962072,0.000002441552],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2760281,0.001578654,0.6681349,0.0009413511,0.00034004,0.0001300125,0.000499178,0.001628781,0.05071901],"genre_scores_gemma":[0.9609742,0.0007400476,0.03080655,0.00007434392,0.0000646832,0.00006969845,0.0001055433,0.0001476556,0.007017293],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02147141,"threshold_uncertainty_score":0.04269284,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005689186485242304,"score_gpt":0.2026988474031415,"score_spread":0.1970096609178992,"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."}}