{"id":"W2002713831","doi":"10.1139/l00-008","title":"One-way shear strength of large footings","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"University of British Columbia","keywords":"Structural engineering; Shear (geology); Geotechnical engineering; Engineering; Shear strength (soil); Building code; Geology","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001280906,0.000172907,0.0003181359,0.0003400994,0.0000309555,0.00002945185,0.000275076,0.00009624582,0.00172612],"category_scores_gemma":[0.00004717664,0.0001992815,0.0001403947,0.0002300965,0.00002109306,0.0002277554,0.000004485447,0.0003589191,0.000010122],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001514332,"about_ca_system_score_gemma":0.0001260615,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002657392,"about_ca_topic_score_gemma":0.0022042,"domain_scores_codex":[0.998809,0.000005572123,0.0004614675,0.0000738318,0.0001897816,0.0004603769],"domain_scores_gemma":[0.9991251,0.00003362953,0.0000614695,0.0001664373,0.00007780707,0.0005355548],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001387374,0.000001672825,0.001383599,0.0003276136,0.0003280089,0.000250775,0.001566588,0.9266611,0.02454351,0.001200312,0.001568789,0.04215421],"study_design_scores_gemma":[0.008519685,0.001177227,0.1088304,0.004686987,0.0008646308,0.002214222,0.0006647969,0.2881037,0.2507167,0.0003223742,0.3289966,0.004902611],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9913091,0.001190609,0.00131112,0.00002669872,0.0005294203,0.00006940973,0.00003067544,0.00006000175,0.005472945],"genre_scores_gemma":[0.9986388,0.00004040367,0.001023101,0.00001215208,0.0001564128,8.750955e-7,0.000002071554,0.00004986924,0.00007631582],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6385574,"threshold_uncertainty_score":0.9991865,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006415647368192223,"score_gpt":0.1831126049434669,"score_spread":0.1766969575752747,"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."}}