{"id":"W2376719227","doi":"","title":"Dynamic response of underground tunnel to internal explosion loading","year":2013,"lang":"en","type":"article","venue":"","topic":"Civil and Geotechnical Engineering Research","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Impact","funders":"","keywords":"Laplace transform; Deflection (physics); Structural engineering; Dynamic equilibrium; Dynamic loading; Vibration; Internal forces; Mechanics; Dynamic equation; Inverse Laplace transform; Shell (structure); Engineering; Classical mechanics; Physics; Mathematics; Mechanical engineering; Mathematical analysis","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001576655,0.00008610354,0.000106633,0.0001572444,0.00001259929,0.00002307395,0.0001619596,0.00004940795,0.000372125],"category_scores_gemma":[0.00009729211,0.00007586284,0.000039864,0.0001862731,0.00001314136,0.0001007266,0.0000746067,0.0001324763,0.0002905006],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007719215,"about_ca_system_score_gemma":0.000005969757,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009548519,"about_ca_topic_score_gemma":0.00001830736,"domain_scores_codex":[0.9993625,0.0000113123,0.0001606052,0.00009903013,0.0001533654,0.0002132182],"domain_scores_gemma":[0.999513,0.0001452548,0.0000057252,0.0001808138,0.00003397745,0.000121218],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005266904,0.00002275973,0.00007222508,0.00007900652,0.00002073192,0.000003396883,0.00009669327,0.110345,0.8764718,0.0002085066,0.002458376,0.0101689],"study_design_scores_gemma":[0.0004329367,0.0002719419,0.04772795,0.0002576496,0.000005516722,0.00001416464,0.0003026152,0.8902758,0.05794962,0.001045082,0.001312899,0.0004038536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8931533,0.00004181188,0.1048319,0.0002190976,0.00008894713,0.0001186918,0.000001140386,0.0002414454,0.001303736],"genre_scores_gemma":[0.9970723,0.00001291803,0.001348508,0.0000167059,0.00000924994,0.00002346281,6.883612e-7,0.0000214604,0.001494685],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8185222,"threshold_uncertainty_score":0.4074508,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009458582349709864,"score_gpt":0.2367503661108051,"score_spread":0.2272917837610952,"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."}}