{"id":"W2005119419","doi":"10.1016/j.tust.2006.11.006","title":"Numerical modeling of tight fitting flexible liner in damaged sewer under earth loads","year":2007,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"ca_institutions":"Queen's University","funders":"","keywords":"Finite element method; Thrust; Structural engineering; Bending; Slip (aerodynamics); Nonlinear system; Engineering; Geotechnical engineering; Geology; Mechanics; Mechanical engineering; Physics","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004371978,0.0003194345,0.0004784672,0.000705204,0.00008734324,0.00003154837,0.0002165539,0.0005490489,0.00001360035],"category_scores_gemma":[0.00006494575,0.0003182808,0.00006880405,0.0008871747,0.000127431,0.0001116372,0.00005785457,0.0008821287,0.000004075571],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006328867,"about_ca_system_score_gemma":0.00002068547,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001091289,"about_ca_topic_score_gemma":0.00008486377,"domain_scores_codex":[0.9982292,0.00001647776,0.0005367348,0.0003609154,0.0001874184,0.0006692735],"domain_scores_gemma":[0.999261,0.00017454,0.00005537495,0.0003496479,0.00005112651,0.0001083775],"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":[0.00001696274,0.00002928997,0.0005162086,0.00009628526,0.0000381734,0.0000154065,0.00009814362,0.960628,0.009033024,0.02820689,0.00001249204,0.00130911],"study_design_scores_gemma":[0.0007872952,0.0001014577,0.0006982327,0.0001640353,0.00002566116,0.00006699972,0.0008117681,0.9547951,0.007643045,0.03378696,0.0005769727,0.0005425119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4529185,0.001161418,0.5433342,0.0002505598,0.0001518083,0.00008406148,8.106236e-7,0.0007361729,0.00136249],"genre_scores_gemma":[0.9892082,0.0002488266,0.0101544,0.00002580845,0.00006360797,0.000004795629,0.000003878791,0.00006171351,0.0002287879],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5362897,"threshold_uncertainty_score":0.9999269,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008774001061876636,"score_gpt":0.217166212875838,"score_spread":0.2083922118139614,"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."}}