{"id":"W1987556306","doi":"10.1061/(asce)1090-0241(2003)129:11(965)","title":"Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance","year":2003,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":182,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Gradation; Silt; Geotechnical engineering; Liquefaction; Cone penetration test; Penetration (warfare); Penetration test; Relative density; Soil test; Soil liquefaction; Soil water; Geology; Materials science; Soil science; Subgrade; Mathematics; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003492598,0.0002753487,0.0001612559,0.00109575,0.0000856877,0.000215963,0.0003131501,0.0001867389,0.001011725],"category_scores_gemma":[0.001266815,0.0001527656,0.0001510401,0.0005536656,0.0002812816,0.0002503929,0.0001591034,0.0002071249,0.0001834376],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002362939,"about_ca_system_score_gemma":0.0001357445,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00482935,"about_ca_topic_score_gemma":0.01130765,"domain_scores_codex":[0.9997209,0.00002102105,0.00001865557,0.0000427721,0.000164106,0.00003249002],"domain_scores_gemma":[0.9986144,0.0004265102,0.000358006,0.0001033165,0.0004264236,0.00007135562],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003027051,0.00004978448,0.04981035,0.00009876845,0.00002252668,0.0003574053,0.0003716018,0.006451171,0.9194871,0.0001481479,0.0001550182,0.02274533],"study_design_scores_gemma":[0.000007403387,0.0006147494,0.3823621,0.0000280295,0.0000361533,0.0007577018,0.0004212227,0.03658178,0.5780733,0.00009795906,0.0009664185,0.00005322763],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9964145,0.0001246574,0.002322023,0.000005531901,0.00000164409,0.00001406682,0.0001656869,0.00006597173,0.0008857443],"genre_scores_gemma":[0.9986181,0.0000624277,0.0007910397,0.000003637604,5.949858e-7,0.000006519779,0.0001454085,0.000006764346,0.0003654223],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00482935,"threshold_uncertainty_score":0.009602487,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003522157478611963,"score_gpt":0.1611834301751755,"score_spread":0.1576612726965635,"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."}}