{"id":"W2888479345","doi":"10.1061/(asce)gm.1943-5622.0001404","title":"Erratum for “Generalized Nonlinear Softening Load-Transfer Model for Axially Loaded Piles” by Pengpeng Ni, Linhui Song, Guoxiong Mei, and Yanlin Zhao","year":2019,"lang":"en","type":"erratum","venue":"International Journal of Geomechanics","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"ca_institutions":"Queen's University","funders":"","keywords":"Axial symmetry; Softening; Nonlinear system; Structural engineering; Geology; Geotechnical engineering; Engineering; Mechanics; Materials science; 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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007203338,0.0005412732,0.000950236,0.0005138649,0.0001057432,0.0002897052,0.0007825548,0.0007208458,0.00007925815],"category_scores_gemma":[0.0001945168,0.0005403043,0.0007061217,0.0001217378,0.00002115511,0.0004656583,0.00007085252,0.0009723566,0.000006109973],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004057125,"about_ca_system_score_gemma":0.0005737538,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001030677,"about_ca_topic_score_gemma":0.0000881745,"domain_scores_codex":[0.9967912,0.00003255804,0.001371243,0.0003849262,0.000997616,0.0004224895],"domain_scores_gemma":[0.9974309,0.0001235555,0.0004576425,0.0002255171,0.001561566,0.0002008216],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0006233313,0.0001121291,0.000002267183,0.0004007109,0.0027645,0.0000153014,0.0005001792,0.4241296,0.006730543,0.001436583,0.5595785,0.003706329],"study_design_scores_gemma":[0.002455086,0.0001577913,2.715674e-7,0.0002822897,0.0004666374,0.00004350346,0.00008322654,0.9163328,0.0002382334,0.002248373,0.07719244,0.0004992996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"other","genre_scores_codex":[0.0004226227,0.002086542,0.976877,0.0005154422,0.01789494,0.0004501299,0.001395472,0.0000663562,0.0002915133],"genre_scores_gemma":[0.16154,0.03940331,0.3103342,0.00562489,0.03595366,0.0005157074,0.02565881,0.002746341,0.418223],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6665427,"threshold_uncertainty_score":0.9997048,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01201682329512511,"score_gpt":0.2442924357325041,"score_spread":0.232275612437379,"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."}}