{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":4,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":4,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"b3bd6d55270e","filters":{"venue":"ISRN Civil Engineering"}},"results":[{"id":"W2021175582","doi":"10.5402/2011/656401","title":"True Stress-True Strain Models for Structural Steel Elements","year":2011,"lang":"en","type":"article","venue":"ISRN Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Uniaxial tension; Structural engineering; Strain hardening exponent; Deformation (meteorology); Stress (linguistics); Materials science; Tensile testing; Stress–strain curve; Tension (geology); Ultimate tensile strength; Constitutive equation; Hardening (computing); Finite element method; Composite material; Engineering","authors":[{"name":"P. Arasaratnam","is_ca":false},{"name":"K.S. Sivakumaran","is_ca":true},{"name":"Michael J. Tait","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02006348336976182,"gpt":0.2065473098449188,"spread":0.186483826475157,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008396507,0.0006778002,0.0003187484,0.0007211899,0.0002137483,0.001008812,0.001833867,0.00119262,0.002313056],"category_scores_gemma":[0.002004348,0.0006253258,0.0007245039,0.0004589335,0.0009587566,0.002358523,0.0005452062,0.0007670018,0.001400135],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005831918,"about_ca_system_score_gemma":0.0005638962,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001668702,"about_ca_topic_score_gemma":0.002504111,"domain_scores_codex":[0.9993336,0.0001072057,0.00003536623,0.0001054617,0.0003624684,0.00005589246],"domain_scores_gemma":[0.9992191,0.0003019847,0.0001381065,0.0001626319,0.0001509665,0.00002731332],"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":[0.0000241745,0.00004110896,0.0007052916,0.00005548077,0.00001565131,0.00008551932,0.0001401075,0.8444493,0.01198933,0.1230535,0.0007782403,0.01866215],"study_design_scores_gemma":[0.000001667109,0.00002636531,0.0002176293,0.000003829409,0.00000229366,0.00003656399,0.000009508006,0.9827041,0.0009471735,0.01456007,0.00148251,0.000008185166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01328226,0.0001269194,0.9813353,0.00005464839,0.00001981367,0.00002860495,0.0001082725,0.0001305686,0.004913555],"genre_scores_gemma":[0.719271,0.0011423,0.241841,0.0001877276,0.00006536164,0.0004477118,0.0005615549,0.0002672285,0.03621623],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002313056,"threshold_uncertainty_score":0.007737935,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2018505405","doi":"10.5402/2012/871467","title":"Interpretation of Falling-Head Tests in Presence of Random Measurement Error","year":2012,"lang":"en","type":"article","venue":"ISRN Civil Engineering","topic":"Groundwater flow and contamination studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Moncton","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Moncton","keywords":"Algorithm; Interpretation (philosophy); Random error; Artificial intelligence; Statistics; Robustness (evolution); Mathematics; Computer science; Chemistry","authors":[{"name":"Paul Chiasson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01948401067185615,"gpt":0.2307184806302076,"spread":0.2112344699583515,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0102068,0.001710245,0.001417705,0.003309919,0.0005572721,0.002717979,0.002191357,0.001422369,0.00138633],"category_scores_gemma":[0.05298381,0.0004387953,0.001100873,0.003528002,0.001737867,0.001628192,0.001630691,0.000935228,0.0006775238],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008361883,"about_ca_system_score_gemma":0.001186737,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004839295,"about_ca_topic_score_gemma":0.005341039,"domain_scores_codex":[0.9892135,0.003802376,0.001313757,0.00203099,0.003237648,0.000401631],"domain_scores_gemma":[0.9621289,0.01944907,0.005655546,0.005802733,0.006612255,0.0003513579],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.001863343,0.0002555549,0.2391259,0.002992176,0.001283374,0.003071309,0.001873631,0.1872646,0.03085573,0.006830299,0.02587776,0.4987064],"study_design_scores_gemma":[0.0002098345,0.0007578748,0.2437105,0.0007517647,0.0004703775,0.002563727,0.002446075,0.6090756,0.07802176,0.02709093,0.0344411,0.0004604116],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.2335793,0.002963832,0.7405075,0.0008242068,0.0006866792,0.0005037328,0.007558638,0.008095028,0.005281011],"genre_scores_gemma":[0.8232248,0.0006736984,0.1617492,0.0004082292,0.0002006298,0.0003037755,0.01138211,0.0008557346,0.001201916],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.0102068,"threshold_uncertainty_score":0.05397928,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1984543144","doi":"10.5402/2011/560834","title":"Laboratory Model Test on Improving the Properties of Soft Clay by Electrokinetics","year":2011,"lang":"en","type":"article","venue":"ISRN Civil Engineering","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Electrokinetic phenomena; Materials science; Geotechnical engineering; Saline water; Shear strength (soil); Environmental science; Composite material; Soil science; Geology; Soil water; Nanotechnology","authors":[{"name":"Eltayeb Mohamedelhassan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008523906068958297,"gpt":0.1615158262242411,"spread":0.1529919201552828,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003411914,0.0006033311,0.0004197071,0.0002440785,0.0002898476,0.0002602775,0.0004718601,0.000533835,0.001489129],"category_scores_gemma":[0.0004630553,0.0001628617,0.0004662746,0.0001945078,0.0003020226,0.0004047287,0.0004459937,0.0005089954,0.0002822455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002680733,"about_ca_system_score_gemma":0.000242346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009232096,"about_ca_topic_score_gemma":0.001553545,"domain_scores_codex":[0.9996681,0.00003841118,0.00002753655,0.00007135126,0.0001400473,0.00005455659],"domain_scores_gemma":[0.9996549,0.0001018263,0.00007113386,0.00005061242,0.00008626623,0.00003526197],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001728268,0.0001330001,0.0002305088,0.00003991216,0.000006336184,0.00003081447,0.00002513942,0.0003147831,0.9978324,0.00002121499,0.00002630576,0.001166808],"study_design_scores_gemma":[0.00002038221,0.002267679,0.001015894,0.000002356891,0.00001332725,0.00003977251,0.00002464884,0.0006934213,0.9955972,0.0000134385,0.0003053811,0.000006543387],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9952105,0.00007717581,0.003889302,0.00002805396,0.00001210682,0.00006116671,0.0001788461,0.00005199996,0.0004908962],"genre_scores_gemma":[0.9940255,0.0001075335,0.003844405,0.0000225901,0.000005133243,0.00008636537,0.0001880656,0.00001525498,0.001705186],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001489129,"threshold_uncertainty_score":0.004981637,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1999571005","doi":"10.5402/2012/197170","title":"Finite Element Models for Thin-Walled Steel Member Connections","year":2012,"lang":"en","type":"article","venue":"ISRN Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; Stantec (Canada)","funders":"","keywords":"Finite element method; Structural engineering; Quadrilateral; Stiffness; Flexibility (engineering); Connection (principal bundle); Shell (structure); Curling; Engineering; Cold-formed steel; Nonlinear system; Mechanical engineering; Mathematics","authors":[{"name":"Sandesh R. Acharya","is_ca":true},{"name":"K.S. Sivakumaran","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02056213156726529,"gpt":0.223063656155315,"spread":0.2025015245880497,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003893057,0.0005278418,0.0006035112,0.0006273486,0.0003236836,0.0006213561,0.001494788,0.001538652,0.003187658],"category_scores_gemma":[0.001046132,0.0005514559,0.0007944684,0.0004276229,0.0004932074,0.0006839608,0.0004698748,0.0005325317,0.001073809],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003627498,"about_ca_system_score_gemma":0.0005776162,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002840106,"about_ca_topic_score_gemma":0.003382692,"domain_scores_codex":[0.999768,0.00005975645,0.00001775153,0.00002860555,0.0001057621,0.00002024124],"domain_scores_gemma":[0.9996969,0.0001494772,0.00003755612,0.00003884232,0.00006362475,0.0000136321],"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":[0.00001062647,0.00001423731,0.0001595302,0.00002316022,0.000006178531,0.00004088746,0.0000409665,0.9867944,0.003592225,0.004497153,0.0001356168,0.004685058],"study_design_scores_gemma":[0.000003189751,0.000008120743,0.00008265773,0.000004543861,0.000002444049,0.00001422402,0.000006552826,0.9974604,0.0004798475,0.000919243,0.001015152,0.000003505148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02834192,0.0001769184,0.9643154,0.00006615939,0.00003027548,0.00007604927,0.0002157025,0.0003503032,0.006427398],"genre_scores_gemma":[0.6917728,0.0007201861,0.2808529,0.00007204604,0.00002966358,0.0006967201,0.0008779935,0.0002206041,0.02475698],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003187658,"threshold_uncertainty_score":0.01066375,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}