{"id":"W1988364689","doi":"10.1139/t00-040","title":"Fundamental factors affecting liquefaction susceptibility of sands","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":211,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Pore water pressure; Void ratio; Stress path; Effective stress; Overburden pressure; Geology; Shear (geology); Expansive; Softening; Triaxial shear test; Anisotropy; Compaction; Materials science; Composite material; Compressive strength; Petrology","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002167391,0.0001838809,0.0002383979,0.0001778189,0.0001423378,0.00005155901,0.0002008519,0.0002508823,0.001454538],"category_scores_gemma":[0.00005692636,0.0001715751,0.000163274,0.0002153841,0.00006806744,0.000123629,0.00000694713,0.0008381763,0.000009550254],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004183889,"about_ca_system_score_gemma":0.00008633734,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003320841,"about_ca_topic_score_gemma":0.003057339,"domain_scores_codex":[0.9988429,0.00002544612,0.0003544798,0.000137301,0.0001808895,0.0004590104],"domain_scores_gemma":[0.9991028,0.00005591083,0.00003064128,0.0001968484,0.00003070439,0.0005830596],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00001259689,0.00001655307,0.0009463047,0.00004825039,0.00006675196,0.00002811008,0.0001127571,0.9606175,0.005018472,0.00009159012,0.00111903,0.03192202],"study_design_scores_gemma":[0.002554476,0.001250276,0.6034353,0.0005490727,0.0002294139,0.002696056,0.001061933,0.2592383,0.02233651,0.00674869,0.09688056,0.003019398],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995514,0.0001493782,0.002383904,0.0000587306,0.0002995694,0.00007940229,0.00001708779,0.0002194282,0.0012785],"genre_scores_gemma":[0.999514,0.00006353264,0.0001841032,0.00002181758,0.000119272,9.881493e-7,0.000005591052,0.00002779265,0.00006291244],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7013792,"threshold_uncertainty_score":0.9994583,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007544309695747794,"score_gpt":0.2027811206507137,"score_spread":0.1952368109549659,"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."}}