{"id":"W4408349230","doi":"10.1016/j.soildyn.2025.109372","title":"Seismic performance and soil-structure interaction of shallow reinforced concrete tunnels","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"Western University","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Soil structure interaction; Geotechnical engineering; Shallow foundation; Seismology; Reinforced concrete; Structural engineering; Seismic analysis; Engineering; Finite element method; Bearing capacity","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0004549896,0.0005076218,0.0002763855,0.0004335061,0.0001517793,0.0003284627,0.0003123697,0.0005643241,0.0006799051],"category_scores_gemma":[0.000901994,0.0002536633,0.0003641663,0.0002343902,0.0003141931,0.0003155289,0.0003643916,0.0001779042,0.0001764692],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000210558,"about_ca_system_score_gemma":0.0002911646,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001856128,"about_ca_topic_score_gemma":0.002537202,"domain_scores_codex":[0.9998204,0.00003857232,0.00001545816,0.00002797397,0.00006289073,0.00003468829],"domain_scores_gemma":[0.9995989,0.0001665425,0.00009376731,0.00004502709,0.00005435118,0.00004137707],"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":[0.0003776756,0.0002278723,0.0375639,0.0001118786,0.00005241698,0.0004610405,0.0002128984,0.6883096,0.2598211,0.000269694,0.00006456604,0.01252739],"study_design_scores_gemma":[0.00001526561,0.0007407954,0.05206075,0.00002229027,0.0000339652,0.0002058078,0.0002329132,0.9036148,0.04261827,0.0001334211,0.0002816369,0.00004019961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970065,0.00001795518,0.002580583,0.000005468332,0.000001645773,0.000004443315,0.00003954977,0.00003633658,0.0003075573],"genre_scores_gemma":[0.9992154,0.00001710695,0.0005357827,0.000001372548,4.706101e-7,0.000003564842,0.00004009048,0.000003640773,0.0001824684],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001856128,"threshold_uncertainty_score":0.00369066,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.002493832735545995,"score_gpt":0.171487718235806,"score_spread":0.16899388550026,"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."}}