{"id":"W2592428870","doi":"10.1007/s12665-017-6533-9","title":"Evaluation of liquefaction-resistance of soils using standard penetration test, cone penetration test, and shear-wave velocity data for Dhaka, Chittagong, and Sylhet cities in Bangladesh","year":2017,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"University of British Columbia","keywords":"Liquefaction; Standard penetration test; Cone penetration test; Penetration test; Geotechnical engineering; Soil water; Penetration (warfare); Geology; Soil liquefaction; Engineering; Soil science; Subgrade","routes":{"ca_aff":true,"ca_fund":true,"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":[0.001124036,0.00008915429,0.0001392756,0.00005357078,0.0001476613,0.0000490746,0.000114673,0.00005629853,0.000009560382],"category_scores_gemma":[0.0002750154,0.00009225176,0.00001171553,0.00003901754,0.0002341446,0.0004433067,0.00004580852,0.00006217982,1.092832e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002674094,"about_ca_system_score_gemma":0.00003076081,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005140738,"about_ca_topic_score_gemma":0.0002166826,"domain_scores_codex":[0.9991147,0.00001678206,0.000204725,0.0001937174,0.0003542598,0.0001158105],"domain_scores_gemma":[0.99954,0.0001102814,0.00008999374,0.0002156804,0.00001320582,0.00003080967],"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":[0.00005310746,0.00016794,0.02714622,0.0006469837,0.0000511545,0.000001504849,0.001147042,0.500962,0.425068,0.000540189,0.00003577674,0.04418006],"study_design_scores_gemma":[0.0003263345,0.0001065918,0.1618263,0.00006344888,0.00002130753,0.000001672464,0.0001267548,0.8107388,0.02632716,0.0003520813,0.00001667836,0.00009290422],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996088,0.0004928248,0.002802296,0.00001985011,0.00006446093,0.0002412192,0.0001874023,0.00001253933,0.00009146733],"genre_scores_gemma":[0.9962831,0.0001801447,0.003481116,0.000001706295,0.00001555646,0.000007157328,0.00001648046,0.000006163662,0.000008632131],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3987408,"threshold_uncertainty_score":0.3761918,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.05656341136779738,"score_gpt":0.2717563818519878,"score_spread":0.2151929704841904,"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."}}