{"id":"W2605084212","doi":"10.1139/cgj-2016-0537","title":"Holding capacity of dynamically installed anchors in normally consolidated clay under inclined loading","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Singapore Maritime Institute; Petrobras; National University of Singapore","keywords":"Centrifuge; Geotechnical engineering; Bearing capacity; Structural engineering; Ultimate tensile strength; Inclination angle; Shear (geology); Engineering; Materials science; Composite material","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004898456,0.00027403,0.0004724169,0.0004888808,0.0003127369,0.0001961912,0.0008448001,0.0004713459,0.00006940593],"category_scores_gemma":[0.0004318474,0.0002767082,0.0001495189,0.0001889587,0.0002160015,0.000290804,0.00006776588,0.001583975,0.000004336411],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005788465,"about_ca_system_score_gemma":0.0002492854,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006544399,"about_ca_topic_score_gemma":0.01524744,"domain_scores_codex":[0.9980654,0.00003394662,0.0006946678,0.0002098611,0.0002557535,0.0007403672],"domain_scores_gemma":[0.9984254,0.0000700715,0.0001447091,0.0005367427,0.0000917707,0.0007313252],"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":[0.00001917519,0.00001672418,0.0005449235,0.0000538693,0.00007762994,0.0001840759,0.00005249691,0.9696882,0.02477583,0.002515377,0.0001859532,0.001885781],"study_design_scores_gemma":[0.003238874,0.0001837214,0.1621668,0.0008516256,0.00007350757,0.0009770212,0.00008951077,0.8110432,0.00277758,0.01275895,0.004371581,0.001467664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9728461,0.0001194679,0.02272881,0.0005245548,0.0005313929,0.0001594702,0.00003011191,0.0001659874,0.002894122],"genre_scores_gemma":[0.9984968,0.00007680604,0.001182417,0.00007851612,0.00009265085,0.000004050825,0.000004565547,0.00004496356,0.00001917534],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1616218,"threshold_uncertainty_score":0.9999685,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01278425784539514,"score_gpt":0.2178396621063805,"score_spread":0.2050554042609853,"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."}}