{"id":"W4226150081","doi":"10.3389/feart.2021.799612","title":"Seismic Behavior Analysis of the Bank Slope Considering the Effect of Earthquake-Induced Excess Pore Water Pressure","year":2021,"lang":"en","type":"article","venue":"Frontiers in Earth Science","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Pore water pressure; Groundwater; Geotechnical engineering; Geology; Water table; Slip (aerodynamics); Slope stability; Earthquake shaking table; Safety factor; Effective stress","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":[0.0001162886,0.0003272821,0.0001962064,0.0003702996,0.0001267266,0.0002738509,0.0001847823,0.0002326107,0.0004285456],"category_scores_gemma":[0.00025356,0.0001292877,0.0002446159,0.0002375859,0.0001960168,0.0002389997,0.0001825834,0.0001369038,0.00008725836],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001552769,"about_ca_system_score_gemma":0.0001994395,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002615983,"about_ca_topic_score_gemma":0.002139455,"domain_scores_codex":[0.999949,0.000008475951,0.000002652021,0.00001089559,0.00001950483,0.000009468982],"domain_scores_gemma":[0.9999211,0.00001639345,0.00002107459,0.000007967728,0.00002416437,0.000009237756],"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":[0.0001337668,0.00006891728,0.06604277,0.0001742436,0.00009696572,0.001813381,0.0004094286,0.6478257,0.2324521,0.004882015,0.0005550107,0.04554585],"study_design_scores_gemma":[0.000002752085,0.00004208808,0.0171544,0.000005201773,0.00001491082,0.0001025575,0.00008986046,0.9770015,0.004862462,0.0004979554,0.0002162728,0.00001002719],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.949999,0.0001365091,0.04809802,0.00004138724,0.000008509308,0.00000868498,0.00004284897,0.00005896978,0.001606116],"genre_scores_gemma":[0.9982247,0.00007763407,0.001369704,0.000002323231,0.000002701797,0.000002094196,0.00002125262,0.00000372613,0.000295818],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002615983,"threshold_uncertainty_score":0.005201519,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005268352379867172,"score_gpt":0.2116528240172674,"score_spread":0.2063844716374002,"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."}}