{"id":"W2086351215","doi":"10.1061/(asce)gm.1943-5622.0000442","title":"Soil-Structure Interaction of Very Flexible Pipes: Centrifuge and Numerical Investigations","year":2014,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Centrifuge; Fibre-reinforced plastic; Soil structure interaction; Penstock; Flexibility (engineering); Geotechnical engineering; Stiffness; Finite element method; Structural engineering; Engineering; Hydroelectricity; Civil engineering; Geology","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001015222,0.0001024823,0.0001707691,0.0001936117,0.00001809108,0.00003240386,0.0001935543,0.00008422458,0.00003006502],"category_scores_gemma":[0.0001716479,0.00009344381,0.00006699043,0.00009069435,0.00001614999,0.0001723624,0.00002823284,0.000280299,9.660217e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005301064,"about_ca_system_score_gemma":0.00001743064,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005876208,"about_ca_topic_score_gemma":0.000001514816,"domain_scores_codex":[0.9991985,0.00001426333,0.0003521783,0.00006591193,0.0002691778,0.0000999581],"domain_scores_gemma":[0.999457,0.0000850116,0.0001265659,0.00007528868,0.0001756076,0.00008054461],"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":[0.00004145278,0.0000275067,0.0001101547,0.00006384667,0.0002609724,0.000007037489,0.0001614436,0.8943331,0.05541545,0.03226864,0.0005649303,0.01674553],"study_design_scores_gemma":[0.001293396,0.0002914621,0.001130314,0.000310931,0.00008382615,0.0008528103,0.0001245578,0.7889323,0.06261951,0.1025354,0.04143955,0.000385957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3290861,0.0002344656,0.6675189,0.0002980185,0.002534497,0.00003808588,0.00001903597,0.00006805335,0.0002027737],"genre_scores_gemma":[0.9968547,0.00009527699,0.002737671,0.00004726458,0.0002339448,4.550542e-7,0.000005327661,0.0000139032,0.00001144631],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6677686,"threshold_uncertainty_score":0.3810528,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006026758552804011,"score_gpt":0.2141553204821801,"score_spread":0.2081285619293761,"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."}}