{"id":"W2769023321","doi":"10.1680/jgeot.16.p.244","title":"Applicability of Timoshenko, Euler–Bernoulli and rigid beam theories in analysis of laterally loaded monopiles and piles","year":2017,"lang":"en","type":"article","venue":"Géotechnique","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Timoshenko beam theory; Pile; Beam (structure); Parametric statistics; Structural engineering; Euler's formula; Bernoulli's principle; Finite element method; Mechanics; Geotechnical engineering; Mathematics; Physics; Geology; Engineering; Mathematical analysis","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008513729,0.0008919793,0.0004838724,0.001734217,0.0003249426,0.0009389043,0.001072877,0.0007080073,0.001480071],"category_scores_gemma":[0.001130721,0.0004145573,0.0008395123,0.00109256,0.0009778133,0.0009941232,0.0007455131,0.0005976278,0.0007158622],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004674047,"about_ca_system_score_gemma":0.0009452286,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002479768,"about_ca_topic_score_gemma":0.00165969,"domain_scores_codex":[0.9995434,0.00008147258,0.00002239586,0.00003351804,0.0002621811,0.0000570513],"domain_scores_gemma":[0.9996521,0.0001168313,0.00007330026,0.00005337704,0.00008438361,0.00001997303],"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":[0.0001222489,0.00007073831,0.005085301,0.0002557384,0.00007316987,0.0004667946,0.0002961952,0.7694583,0.04243059,0.07394633,0.0007921425,0.1070025],"study_design_scores_gemma":[0.000007573171,0.00009019135,0.00226386,0.00005798669,0.00002103649,0.0001641234,0.0001887774,0.9770277,0.009002774,0.008771078,0.00235906,0.00004579323],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0571771,0.0008987559,0.9264808,0.0001021195,0.00007104156,0.00007880069,0.00007143287,0.0002865846,0.01483338],"genre_scores_gemma":[0.8001955,0.003488871,0.1860442,0.000148489,0.00007477657,0.0004137703,0.0001906311,0.0001444298,0.009299432],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002479768,"threshold_uncertainty_score":0.004951358,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005510182445501471,"score_gpt":0.2111470516689928,"score_spread":0.2056368692234913,"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."}}