{"id":"W3181805752","doi":"10.3390/geohazards2030009","title":"Seismic Liquefaction Risk Assessment of Critical Facilities in Kathmandu Valley, Nepal","year":2021,"lang":"en","type":"article","venue":"GeoHazards","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Liquefaction; Soil liquefaction; Damages; Geology; Tectonics; Borehole; Urban seismic risk; Mining engineering; Seismology; Geotechnical engineering; Environmental science; Civil engineering; Seismic hazard; Engineering; Law","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":[0.000192999,0.0002237295,0.0001516625,0.001864919,0.0004192597,0.0007397262,0.0003131393,0.0004043116,0.0008586241],"category_scores_gemma":[0.0008346241,0.0001452229,0.0002104851,0.0009975429,0.0001881098,0.0004448767,0.0009391682,0.0001662477,0.00009754884],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004569749,"about_ca_system_score_gemma":0.0007153037,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01705784,"about_ca_topic_score_gemma":0.02484642,"domain_scores_codex":[0.9998434,0.00003329502,0.00001219538,0.00001720054,0.0000485923,0.00004529508],"domain_scores_gemma":[0.9997001,0.00007427651,0.00009177611,0.00001165142,0.00007688179,0.00004545657],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001571925,0.0001894958,0.9078245,0.0001495226,0.0001499089,0.003401559,0.002816711,0.02451413,0.008056543,0.001399018,0.0009322622,0.05040922],"study_design_scores_gemma":[0.00001079844,0.0002777269,0.9112376,0.00009154532,0.00008919573,0.001377959,0.009772436,0.07222018,0.002072108,0.00111969,0.001698297,0.0000325545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980658,0.00004573754,0.0005823023,0.00005099084,7.182485e-7,0.00001558864,0.000167962,0.00001037477,0.001060594],"genre_scores_gemma":[0.9991826,0.00004885898,0.000435746,0.000004439783,5.406932e-7,0.000009415493,0.0001346625,9.761732e-7,0.0001826459],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01705784,"threshold_uncertainty_score":0.03391707,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008253381959585606,"score_gpt":0.2440551506558027,"score_spread":0.2358017686962171,"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."}}