{"id":"W2034814128","doi":"10.1080/02533839.2000.9670547","title":"Be analysis of dynamics of rigid foundations embedded in transversely isotropic soils","year":2000,"lang":"en","type":"article","venue":"Journal of the Chinese Institute of Engineers","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Transverse isotropy; Isotropy; Boundary element method; Anisotropy; Symmetry (geometry); Geometry; Boundary value problem; Physics; Mathematics; Classical mechanics; Mathematical analysis; Structural engineering; Finite element method; Engineering; Optics","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":[0.0001152388,0.0002366826,0.0002482656,0.0003256133,0.0001881776,0.0003329809,0.0001941308,0.0002771452,0.0007091603],"category_scores_gemma":[0.0004834424,0.000135852,0.0001733599,0.0001873106,0.0005487739,0.0003265033,0.0003855366,0.0001413762,0.00009246371],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001716388,"about_ca_system_score_gemma":0.0002313571,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00215563,"about_ca_topic_score_gemma":0.001197087,"domain_scores_codex":[0.9999413,0.000009299216,0.000001916061,0.00001029241,0.00002053227,0.00001666224],"domain_scores_gemma":[0.9998668,0.0000374449,0.00004299471,0.00001130825,0.00002516081,0.00001623073],"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":[0.0001148595,0.00004599322,0.004381012,0.00004178619,0.00002527873,0.0008900257,0.0001731017,0.8951968,0.08585829,0.006350719,0.0001403863,0.006781728],"study_design_scores_gemma":[0.000003945005,0.00003699095,0.002499463,0.000003895206,0.000004711464,0.00005274751,0.00007576397,0.9940372,0.002587601,0.000577204,0.000114667,0.000005964796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9743319,0.00004568413,0.02302873,0.00003130421,0.000004933613,0.000006375224,0.00002570637,0.00002388363,0.002501505],"genre_scores_gemma":[0.9984601,0.00003056131,0.0007991611,0.000002843162,0.00000112083,0.000002961963,0.00001227192,0.000002738658,0.0006883111],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00215563,"threshold_uncertainty_score":0.00428611,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005158080370251091,"score_gpt":0.2177602317796515,"score_spread":0.2126021514094004,"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."}}