{"id":"W2525667146","doi":"10.1139/cgj-2015-0472","title":"Vertical load-carrying behavior and design models for micropiles considering foundation configuration conditions","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Geotechnical engineering; Ultimate load; Structural engineering; Engineering; Structural load; Finite element method","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":[0.0003705406,0.0007005298,0.0003382978,0.001029323,0.0002755128,0.0004821768,0.0009159236,0.000802774,0.002062177],"category_scores_gemma":[0.0009469737,0.0003254613,0.0005657384,0.0005003551,0.0003272073,0.0006064452,0.0003234877,0.0002781794,0.0004872083],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004352213,"about_ca_system_score_gemma":0.0005016921,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004366367,"about_ca_topic_score_gemma":0.005900109,"domain_scores_codex":[0.9997069,0.00003875768,0.00001464335,0.00004953563,0.000138951,0.00005117585],"domain_scores_gemma":[0.9996272,0.0001217885,0.0001071133,0.00004126691,0.00008842321,0.000014156],"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":[0.00009194377,0.00005496867,0.004081088,0.00009900393,0.00001289893,0.000205763,0.00009916361,0.9361945,0.03552248,0.0012344,0.0001560393,0.02224771],"study_design_scores_gemma":[0.000002979671,0.00008607599,0.001809978,0.000005613111,0.000009274361,0.00005116484,0.00003580937,0.9912571,0.006272277,0.0002335,0.0002263116,0.000009945232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6625795,0.0002257918,0.329868,0.0000507994,0.00001743497,0.00009763549,0.0002323535,0.0004658675,0.006462514],"genre_scores_gemma":[0.9891663,0.00009480937,0.009076324,0.000003556628,0.000002187988,0.00005529196,0.00007506071,0.0000138249,0.001512628],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004366367,"threshold_uncertainty_score":0.008681893,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02740481169319161,"score_gpt":0.2276788908322058,"score_spread":0.2002740791390142,"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."}}