{"id":"W4401037476","doi":"10.1061/jsendh.steng-13130","title":"Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force","year":2024,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"Texas Department of Transportation; U.S. Department of Transportation","keywords":"Concentric; Structural engineering; Parametric statistics; Geology; Geotechnical engineering; Engineering; Materials science; Geometry; Mathematics","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":[0.0005376977,0.0004194901,0.0003722934,0.000430372,0.000299839,0.0003377885,0.0005103454,0.0006428341,0.00123686],"category_scores_gemma":[0.002026906,0.0002062319,0.0002980792,0.0002182521,0.0007509517,0.0003632648,0.00046333,0.0003367229,0.00009669219],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002192846,"about_ca_system_score_gemma":0.0002291743,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009725578,"about_ca_topic_score_gemma":0.0008165326,"domain_scores_codex":[0.9997175,0.00004946402,0.00001795005,0.00003487611,0.000120045,0.00006007329],"domain_scores_gemma":[0.998507,0.0009606117,0.0001979219,0.0001485701,0.0001337627,0.00005208351],"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":[0.0007537796,0.0002793208,0.00889365,0.0003234941,0.00003645972,0.001137258,0.000546878,0.6957323,0.2744572,0.001096844,0.0002654848,0.01647733],"study_design_scores_gemma":[0.00004485564,0.001343928,0.009006903,0.0000239525,0.00003297995,0.0002610077,0.0004102073,0.8945948,0.0931146,0.0003707313,0.0007522875,0.00004376406],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9895679,0.00005564604,0.008935499,0.00003302779,0.00001091098,0.00002376798,0.00005351723,0.00006223686,0.001257486],"genre_scores_gemma":[0.9983752,0.00002014947,0.001395684,0.000002873177,0.000001208536,0.000009880029,0.0000135206,0.000002555074,0.0001788569],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00123686,"threshold_uncertainty_score":0.004137695,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00659693645159585,"score_gpt":0.2390837194830913,"score_spread":0.2324867830314955,"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."}}