{"id":"W4396529812","doi":"10.1139/cgj-2023-0600","title":"A novel constitutive law of confined grouted rock bolt under pull-out load based on a fully nonlinear bond–slip model","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Dalian University of Technology","keywords":"Constitutive equation; Geotechnical engineering; Slip (aerodynamics); Nonlinear system; Structural engineering; Law; Geology; Engineering; Finite element method; 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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002517826,0.0003183468,0.0004484916,0.000484212,0.0001440158,0.0001693568,0.0003747177,0.0003232688,0.0001752474],"category_scores_gemma":[0.0001202019,0.0002990688,0.0003214607,0.0004793756,0.0001536935,0.0001210728,0.0000232705,0.001263288,0.00005567809],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00111087,"about_ca_system_score_gemma":0.001497118,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008317704,"about_ca_topic_score_gemma":0.01426412,"domain_scores_codex":[0.9980403,0.00002052787,0.0005538241,0.0003069701,0.0004660081,0.0006123949],"domain_scores_gemma":[0.9984705,0.0001117508,0.00005976661,0.0003455612,0.0002039636,0.0008083979],"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":[0.00001936032,0.00001122678,0.000002946324,0.00003879954,0.0002027662,0.0001645791,0.00003823278,0.968815,0.021262,0.007909669,0.001209524,0.0003259116],"study_design_scores_gemma":[0.0005023789,0.00006132301,0.00005253689,0.000282051,0.0001580474,0.0001730514,0.00002525063,0.9910752,0.003834528,0.0007214874,0.002782384,0.0003317741],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.08221928,0.001620731,0.8751304,0.00617861,0.002318745,0.00090688,0.002013524,0.00154297,0.02806893],"genre_scores_gemma":[0.9961267,0.000007552685,0.002825625,0.0006838213,0.0001520393,0.000006200579,0.0000203589,0.00005633309,0.0001214341],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9139073,"threshold_uncertainty_score":0.9999461,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01525701615311174,"score_gpt":0.2242279678676073,"score_spread":0.2089709517144956,"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."}}