{"id":"W1933683153","doi":"10.1139/cgj-2017-0330","title":"Field investigation of lateral monotonic and cyclic performance of reinforced helical pulldown micropiles","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University; Atlantic Industries (Canada)","funders":"","keywords":"Pile; Geotechnical engineering; Fibre-reinforced plastic; Stiffness; Structural engineering; Grout; Ductility (Earth science); Materials science; Displacement (psychology); Geology; Engineering; Composite material; Creep","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001778091,0.00009994426,0.0001722946,0.0001683935,0.00005501942,0.00001855069,0.0001531241,0.0001895388,0.00003336593],"category_scores_gemma":[0.00008289179,0.00009706963,0.00004216797,0.0001760171,0.0001294703,0.00008823539,0.00001720493,0.0003054306,0.000002754485],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006712305,"about_ca_system_score_gemma":0.00006813996,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007209496,"about_ca_topic_score_gemma":0.0002605036,"domain_scores_codex":[0.9991978,0.00001178237,0.0003587641,0.00008225946,0.0001222268,0.0002271128],"domain_scores_gemma":[0.9994091,0.00003430416,0.00004702472,0.0001362156,0.00008099307,0.0002923895],"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":[0.0001375161,0.00001846478,0.01230249,0.0007579387,0.0001616121,0.00002800354,0.0007071911,0.6432835,0.2876079,0.002108221,0.002686952,0.05020022],"study_design_scores_gemma":[0.00046081,0.00079476,0.03140764,0.0003390361,0.00002975748,0.0002309881,0.00001277558,0.8705114,0.09328862,0.0003137412,0.002289281,0.0003212387],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969535,0.0001035926,0.002486553,0.0001520349,0.00009519907,0.00006860185,0.000004012571,0.00004631869,0.00009015206],"genre_scores_gemma":[0.9993619,0.0001735823,0.0003094587,0.00004926739,0.00007155212,0.000002461025,0.000002440791,0.0000135695,0.0000157546],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2272279,"threshold_uncertainty_score":0.3958384,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005730629974560841,"score_gpt":0.1784288439819832,"score_spread":0.1726982140074224,"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."}}