{"id":"W2805414250","doi":"10.1061/9780784481578.008","title":"Dynamic Analysis of Laterally Loaded End-Bearing Piles in Homogeneous Viscoelastic Soil Using Timoshenko Beam Theory","year":2018,"lang":"en","type":"article","venue":"IFCEE 2018","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Timoshenko beam theory; Viscoelasticity; Homogeneous; Bearing (navigation); Structural engineering; Beam (structure); Materials science; Geotechnical engineering; Geology; Engineering; Physics; Composite material","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":[0.0001346658,0.0004512655,0.0003498793,0.0005340931,0.0002049711,0.000351523,0.0004422845,0.0003615613,0.00109846],"category_scores_gemma":[0.0002713649,0.00023377,0.0003993512,0.0003574466,0.0004547704,0.0004015375,0.0003851136,0.0002210268,0.0003235626],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002195105,"about_ca_system_score_gemma":0.0003995981,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001813307,"about_ca_topic_score_gemma":0.001868131,"domain_scores_codex":[0.9999231,0.00001550069,0.000003213677,0.000007533888,0.00003591828,0.00001472298],"domain_scores_gemma":[0.9999058,0.00003444887,0.00002239283,0.000009984671,0.00001901265,0.000008265806],"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":[0.00006022495,0.00004497282,0.001865538,0.000109055,0.00003960224,0.0005046723,0.0001698725,0.8774388,0.08282091,0.01437635,0.0003988639,0.02217114],"study_design_scores_gemma":[0.000002017247,0.00001433516,0.000578896,0.000003869764,0.000002979417,0.00003161714,0.0000222724,0.9962444,0.002038626,0.0008183565,0.0002366286,0.000005960837],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2116923,0.0002010421,0.7773226,0.00006792328,0.00001920065,0.00005264018,0.0001060382,0.0002267564,0.0103115],"genre_scores_gemma":[0.9618848,0.0003450828,0.03241306,0.00003062998,0.00001016604,0.00008455249,0.00008562002,0.00003830939,0.005107746],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001813307,"threshold_uncertainty_score":0.003674686,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006452190481942702,"score_gpt":0.2141657806506219,"score_spread":0.2077135901686792,"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."}}