{"id":"W3088753311","doi":"10.1139/cgj-2020-0280","title":"Towards a simple and reliable method for calculating uplift capacity of plate anchors in sand","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Lloyd's Register; Australian Government","keywords":"Centrifuge; Finite element method; Geotechnical engineering; Yield surface; Plasticity; Structural engineering; Anisotropy; Shear (geology); Yield (engineering); Mechanics; Stress (linguistics); Geology; Engineering; Materials science; Constitutive equation; Physics","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":[0.0003057478,0.0001561049,0.0003273797,0.0001450916,0.0000689139,0.0000393944,0.0001562857,0.0002233944,0.00002246467],"category_scores_gemma":[0.0003323634,0.000154017,0.00008265072,0.0002411828,0.0000356465,0.00007416034,0.00001778035,0.0006506551,4.100376e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001213915,"about_ca_system_score_gemma":0.0000981278,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003893476,"about_ca_topic_score_gemma":0.001070361,"domain_scores_codex":[0.9989036,0.00001484875,0.0003895233,0.0001573425,0.0001109614,0.0004237373],"domain_scores_gemma":[0.9990968,0.00007829482,0.00003924758,0.0001017696,0.00003838485,0.0006454985],"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":[0.00001029146,0.000002317807,0.00007728014,0.0001156106,0.00002454091,0.00001871868,0.0001007374,0.9869446,0.0040104,0.0007222499,0.0007250097,0.007248284],"study_design_scores_gemma":[0.0005556518,0.00009119024,0.002185867,0.00006288325,0.00001899199,0.000110205,0.00003391963,0.9781123,0.001030732,0.005946443,0.01161612,0.0002357312],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2391692,0.000565998,0.7581182,0.001262817,0.0001434071,0.000280591,0.00007173455,0.0001403826,0.0002477382],"genre_scores_gemma":[0.9699477,0.00003568163,0.02971995,0.0001661787,0.00009114914,0.000006289391,0.000002660126,0.00002810727,0.000002269444],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7307785,"threshold_uncertainty_score":0.6280631,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01723627929723092,"score_gpt":0.2338543389992126,"score_spread":0.2166180597019817,"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."}}