{"id":"W4414904837","doi":"10.1016/j.soildyn.2025.109852","title":"Seismic response and soil-structure interaction of reinforced concrete large span three-sided culverts","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Culvert; Lateral earth pressure; Overburden; Bending moment; Span (engineering); Finite element method; Seismic analysis; Slab","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"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":[0.0001344062,0.0003682949,0.0002530297,0.0003316626,0.0001733359,0.0002416875,0.0002681357,0.0004473649,0.000711353],"category_scores_gemma":[0.0003075706,0.0001480601,0.0002144702,0.0002316597,0.0003077586,0.0001448487,0.0002696123,0.0001571147,0.0001486182],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003377633,"about_ca_system_score_gemma":0.0002678692,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004589413,"about_ca_topic_score_gemma":0.009201577,"domain_scores_codex":[0.9998868,0.00001198046,0.000006249666,0.00002396658,0.00004270286,0.00002842202],"domain_scores_gemma":[0.9998506,0.00003902594,0.00003334648,0.00001766774,0.00003430522,0.00002494742],"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":[0.0004791068,0.0001605055,0.05576113,0.0000728329,0.00006902622,0.001178904,0.0002563682,0.463731,0.4630004,0.0002232124,0.0001582465,0.01490941],"study_design_scores_gemma":[0.00003186491,0.001120203,0.1936147,0.00001924175,0.00006633432,0.0004647572,0.0009353368,0.678278,0.1243162,0.0002056452,0.0009053041,0.0000423527],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993218,0.0000100758,0.0004252211,0.000003467587,7.828422e-7,0.000001594749,0.00002253956,0.00001247702,0.0002018862],"genre_scores_gemma":[0.9995674,0.0000131182,0.0002067692,0.000002254201,3.453052e-7,0.000001427625,0.00004632267,0.000002136245,0.0001601943],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004589413,"threshold_uncertainty_score":0.009125412,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002688881821732539,"score_gpt":0.1842737836120912,"score_spread":0.1815849017903586,"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."}}