{"id":"W4401382065","doi":"10.1139/cgj-2023-0579","title":"Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Federal Highway Administration; U.S. Department of Transportation","keywords":"Piezometer; Pile; Geotechnical engineering; Penetration test; Dynamic load testing; Pore water pressure; Load testing; Soil water; Lateral earth pressure; Penetration (warfare); Engineering; Groundwater; Structural engineering; Geology; Environmental science; Aquifer; Soil science","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002564122,0.0005385212,0.0003036298,0.001104788,0.0003618076,0.0003262389,0.0005031238,0.0004690317,0.00149775],"category_scores_gemma":[0.0009200694,0.0002716398,0.0002406048,0.000643066,0.0002939196,0.0004681314,0.0004279253,0.000322117,0.0004501881],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000259798,"about_ca_system_score_gemma":0.0001715802,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002467934,"about_ca_topic_score_gemma":0.006692486,"domain_scores_codex":[0.9995275,0.00004426725,0.00002275024,0.00006119785,0.000275377,0.00006900517],"domain_scores_gemma":[0.9989979,0.0002600541,0.0002425062,0.00008608909,0.0002825502,0.0001308734],"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":[0.0006907068,0.0001900667,0.03185782,0.0002096028,0.00002752045,0.0005138245,0.0006075302,0.005217658,0.9399981,0.00004817882,0.0001590853,0.0204798],"study_design_scores_gemma":[0.0000353999,0.002671551,0.4267904,0.00002225684,0.00006279664,0.0006260386,0.001248641,0.02450568,0.5420322,0.0001832105,0.001727164,0.00009459511],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9957536,0.00003086807,0.003223086,0.000007269774,0.000003906221,0.00004459081,0.0002224868,0.0001088958,0.0006052575],"genre_scores_gemma":[0.997821,0.00002832891,0.001506692,0.000006614766,0.00000203994,0.00001897952,0.0001367222,0.0000133419,0.0004663971],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002467934,"threshold_uncertainty_score":0.005010486,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01262380059317781,"score_gpt":0.2439964638991237,"score_spread":0.2313726633059459,"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."}}