{"id":"W1964018714","doi":"10.1139/t00-044","title":"Interpretation of in situ test results from the CANLEX sites","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Geology; Geotechnical engineering; Penetration test; Cone penetration test; Standard penetration test; Liquefaction; Geotechnical investigation; Oil sands; Wave velocity; Test site; Logging; Shear (geology); Mining engineering; Petrology; Asphalt; Subgrade; Archaeology","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002088035,0.0001277652,0.0001720495,0.0001112127,0.00005535971,0.0000472588,0.0003313997,0.0001665179,0.0001697792],"category_scores_gemma":[0.0003507136,0.00009965237,0.00007236564,0.0002508842,0.00005675528,0.00007322603,0.000007491903,0.0007530249,0.00001210717],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001897687,"about_ca_system_score_gemma":0.00009131528,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.01255618,"about_ca_topic_score_gemma":0.04860944,"domain_scores_codex":[0.9989969,0.00002252922,0.0004239277,0.0001135854,0.000139237,0.0003038282],"domain_scores_gemma":[0.9991425,0.0003376162,0.00002916684,0.0002229789,0.00002591126,0.0002417723],"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":[0.00001485797,0.00000560099,0.00008861016,0.000003628239,0.00001468141,0.00003710897,0.0001361601,0.9594438,0.002166983,0.00004867364,0.002893107,0.03514678],"study_design_scores_gemma":[0.001368569,0.0001372276,0.143794,0.0003625941,0.00004199789,0.0002629816,0.0001349091,0.800814,0.001109824,0.007161776,0.04422148,0.0005906766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.983367,0.001221219,0.00466393,0.003060378,0.0003261674,0.0002152946,0.000374943,0.0002210891,0.006550014],"genre_scores_gemma":[0.9993159,0.0001176538,0.0002405903,0.0001296393,0.0001107816,0.00000225981,0.00001882574,0.00001749719,0.00004683497],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1586298,"threshold_uncertainty_score":0.9940193,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005959468720647688,"score_gpt":0.1891598112845837,"score_spread":0.183200342563936,"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."}}