{"id":"W2317714088","doi":"10.1061/40803(187)199","title":"Effects of Partial Saturation on Liquefiable Ground Response","year":2006,"lang":"en","type":"article","venue":"GeoCongress 2006","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Liquefaction; Saturation (graph theory); Geotechnical engineering; Pore water pressure; Permeability (electromagnetism); Geology; Effective stress; Water saturation; Materials science; Porosity; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001373097,0.0002013809,0.0002215237,0.0001884929,0.0001618184,0.0002048355,0.0001058997,0.0001461067,0.002375358],"category_scores_gemma":[0.0009002117,0.0001331742,0.0001371926,0.0001194224,0.0002623769,0.0002015331,0.0003970181,0.0001494328,0.0001493984],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000164978,"about_ca_system_score_gemma":0.000141195,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001527687,"about_ca_topic_score_gemma":0.002087976,"domain_scores_codex":[0.9998463,0.00002024387,0.000009653165,0.00001479113,0.00006133705,0.00004757753],"domain_scores_gemma":[0.9994501,0.0002517932,0.00008994462,0.00003557061,0.00009787887,0.00007460192],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0008248767,0.00002600348,0.009110327,0.00008605764,0.00001878993,0.0004303526,0.0001952868,0.006152641,0.9735051,0.00007776083,0.00004383087,0.00952902],"study_design_scores_gemma":[0.00002851127,0.002383691,0.1194082,0.0000214827,0.00005043432,0.0007676866,0.0006104942,0.03244705,0.8427872,0.000280437,0.001183756,0.00003101114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998807,0.00005094628,0.0006849785,0.000006757359,0.000001228397,0.00000351065,0.00003192494,0.00002063097,0.0003931005],"genre_scores_gemma":[0.9996977,0.00003398303,0.00008131313,0.000004634667,5.656711e-7,0.000001465522,0.00002135778,0.000003305213,0.000155698],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002375358,"threshold_uncertainty_score":0.007946372,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002417866090631331,"score_gpt":0.1797463195073163,"score_spread":0.177328453416685,"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."}}