{"id":"W3000048043","doi":"10.1139/cgj-2019-0583","title":"Response amplification of back-rotated piles","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Griffith University","keywords":"Pier; Geotechnical engineering; Structural engineering; Bending moment; Stiffness; Rotation (mathematics); Displacement (psychology); Shear force; Geology; Singularity; Abutment; Amplification factor; Engineering; Mathematics; Geometry","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002107965,0.0001431994,0.0002071978,0.0001523595,0.00006293997,0.00004175479,0.0003017213,0.0001894044,0.0002010535],"category_scores_gemma":[0.0003085459,0.0001410353,0.00009751882,0.0003354579,0.00005902353,0.00007135473,0.00001183419,0.0006111017,0.00004305798],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001339674,"about_ca_system_score_gemma":0.0001506925,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003328151,"about_ca_topic_score_gemma":0.0001046077,"domain_scores_codex":[0.9989804,0.00003989219,0.0003690218,0.0001199165,0.0001600748,0.0003307163],"domain_scores_gemma":[0.9988045,0.00007138753,0.0000407838,0.0001688283,0.00006673967,0.0008477467],"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":[0.0000740786,0.000004984172,0.00001323221,0.00003725313,0.00004402061,0.00005960141,0.00007342689,0.93608,0.04433687,0.0007182195,0.01366802,0.00489026],"study_design_scores_gemma":[0.001093796,0.0004496461,0.01225888,0.0001446076,0.00005499794,0.0007574907,0.000122252,0.5211547,0.008535611,0.00248663,0.4520431,0.0008983398],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3890795,0.001303317,0.5849293,0.01947236,0.0008756014,0.0005239954,0.0001544507,0.001152392,0.002509105],"genre_scores_gemma":[0.9978935,0.00006465057,0.00158767,0.0003055029,0.00009371014,0.0000023087,0.000004568777,0.0000304123,0.00001764098],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.608814,"threshold_uncertainty_score":0.5751253,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0131667173917084,"score_gpt":0.1978834543098291,"score_spread":0.1847167369181207,"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."}}