{"id":"W4410163472","doi":"10.1061/jsendh.steng-13976","title":"Evaluation and Proposal of Strut-and-Tie Method for the Design of Drilled Shaft Footings","year":2025,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Structural engineering; Engineering; Geology; Geotechnical engineering; Forensic engineering","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002110673,0.001044697,0.0007915244,0.001710625,0.0002911815,0.00081223,0.001171533,0.0007229514,0.002413024],"category_scores_gemma":[0.004666755,0.0005114716,0.0006804648,0.0005214185,0.000366811,0.0006189912,0.0006412422,0.0005951319,0.0007198824],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004668485,"about_ca_system_score_gemma":0.001356882,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002156037,"about_ca_topic_score_gemma":0.002729625,"domain_scores_codex":[0.9985097,0.0004886845,0.00007474868,0.0001548615,0.0007130518,0.00005900275],"domain_scores_gemma":[0.9979957,0.0007041034,0.0002083694,0.0001550196,0.0008773324,0.00005957292],"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":[0.0001395275,0.0001410686,0.003876887,0.0005016574,0.00006645871,0.0001791817,0.0002389045,0.5746419,0.02813048,0.007953275,0.001479716,0.3826509],"study_design_scores_gemma":[0.00002171374,0.0001732816,0.0005391253,0.00002856028,0.00001566196,0.00006894055,0.00005416038,0.9905179,0.004931112,0.00123965,0.002393302,0.00001659108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01157989,0.00009880248,0.9868819,0.00002114201,0.0000137007,0.00008616062,0.0000281895,0.0002880653,0.001002143],"genre_scores_gemma":[0.2006819,0.0002299829,0.7974184,0.00003214219,0.00002150672,0.0002676316,0.0001367784,0.0001341663,0.001077576],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002413024,"threshold_uncertainty_score":0.01116246,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01064749325839655,"score_gpt":0.2706327874045616,"score_spread":0.2599852941461651,"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."}}