{"id":"W3034738823","doi":"10.1139/cgj-2018-0835","title":"Improvement of side resistance prediction for pile foundation using construction information","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pile; Geotechnical engineering; Standard penetration test; Torque; Borehole; Engineering; Structural engineering; Cone penetration test; Liquefaction","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":[0.0004150498,0.0009404101,0.0007118566,0.001462788,0.0002632792,0.0005050754,0.0005509605,0.0006691527,0.0008090266],"category_scores_gemma":[0.001468998,0.0003976419,0.0005381198,0.0006558532,0.0001802583,0.000437407,0.000379174,0.000438291,0.0005251474],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002384571,"about_ca_system_score_gemma":0.0005759826,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008371606,"about_ca_topic_score_gemma":0.008534895,"domain_scores_codex":[0.999783,0.00003189548,0.00001299622,0.00005547398,0.00006677606,0.00004992603],"domain_scores_gemma":[0.9993891,0.0002755872,0.0001040013,0.00004382664,0.0001337412,0.00005371099],"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":[0.0004902366,0.0002822939,0.0399887,0.0001397089,0.00007507826,0.0003032824,0.00007367317,0.7392713,0.03537439,0.0002415554,0.0009046026,0.1828552],"study_design_scores_gemma":[0.000002819827,0.00003454494,0.004890438,0.000003189787,0.00000658809,0.00001376787,0.000009332301,0.9930921,0.00184596,0.00004203163,0.00005279525,0.000006543919],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6697041,0.0002599534,0.3259161,0.000065577,0.00003764732,0.00006171568,0.000344482,0.002318247,0.001292161],"genre_scores_gemma":[0.9821239,0.00005582252,0.01722608,0.000004553276,0.00000858414,0.00001553237,0.0002206879,0.000015819,0.0003291593],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008371606,"threshold_uncertainty_score":0.01664573,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009017129194418001,"score_gpt":0.1853041956989029,"score_spread":0.1762870665044849,"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."}}