{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":2,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":2,"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":"a5a93428edd2","filters":{"venue":"International Journal of Engineering Mathematics"}},"results":[{"id":"W2161400218","doi":"10.1155/2013/676743","title":"Investigation of Through-Thickness Stresses in Composite Laminates Using Layerwise Theory","year":2013,"lang":"en","type":"article","venue":"International Journal of Engineering Mathematics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Composite laminates; Materials science; Composite number; Composite material; Displacement field; Shear (geology); Bending moment; Elasticity (physics); Structural engineering; Boundary value problem; Finite element method; Mathematics; Mathematical analysis; Engineering","authors":[{"name":"Hamidreza Yazdani Sarvestani","is_ca":true},{"name":"Ali Naghashpour","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01011457982542888,"gpt":0.2222157128949308,"spread":0.2121011330695019,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001523192,0.000106556,0.0002156079,0.0002733922,0.000007252198,0.0000418381,0.0002111611,0.00004593898,0.00003948743],"category_scores_gemma":[0.00006470556,0.0000965734,0.00006777619,0.0001663186,0.00001670864,0.0003537134,0.00002187929,0.0001268295,0.0000011106],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007403816,"about_ca_system_score_gemma":0.00001161399,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001186844,"about_ca_topic_score_gemma":0.000001776485,"domain_scores_codex":[0.9990671,0.00001287633,0.0005481939,0.00004556992,0.000245149,0.00008113704],"domain_scores_gemma":[0.9992302,0.0001554355,0.0001854791,0.00007488117,0.0003274189,0.00002655906],"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":[0.000002237814,0.00001204186,0.0008205515,0.00008466263,0.000142634,0.00000439734,0.001169297,0.8789362,0.116803,0.001786583,0.00001091686,0.0002274915],"study_design_scores_gemma":[0.0002717072,0.00001410155,0.003192737,0.000512576,0.0000490155,0.00006359173,0.0001609493,0.9345179,0.051357,0.009721002,0.00001105575,0.0001284288],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7726733,0.0002219919,0.2266994,0.00001856023,0.0002404462,0.00004277154,0.000001960116,0.00001490583,0.00008664278],"genre_scores_gemma":[0.9151479,0.00006392632,0.08468772,0.000006568527,0.00006893827,0.000001045856,0.000003368165,0.00001743306,0.000003067003],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1424746,"threshold_uncertainty_score":0.3938149,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2137741445","doi":"10.1155/2014/593243","title":"An Application of Filtered Renewal Processes in Hydrology","year":2014,"lang":"en","type":"article","venue":"International Journal of Engineering Mathematics","topic":"Hydrology and Watershed Management Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Hydrology (agriculture); Poisson distribution; Environmental science; Poisson process; Meteorology; Mathematics; Geography; Geology; Statistics; Geotechnical engineering","authors":[{"name":"Mario Lefebvre","is_ca":true},{"name":"Fatima Bensalma","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006143269898627807,"gpt":0.2283372643746489,"spread":0.2221939944760211,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002756273,0.00005022463,0.000110621,0.0000813398,0.000006170957,0.000004133596,0.0002587904,0.00002460356,0.00002730431],"category_scores_gemma":[0.0001406146,0.00004321406,0.00001849184,0.00005863978,0.00002787416,0.0001084216,0.0000417474,0.00005288445,0.000005566475],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002568866,"about_ca_system_score_gemma":0.000002427386,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007071394,"about_ca_topic_score_gemma":0.00001211286,"domain_scores_codex":[0.9994567,0.000009056524,0.0002690721,0.00005122918,0.0001512609,0.00006267298],"domain_scores_gemma":[0.9996684,0.00006262164,0.0001616199,0.00006373278,0.00002605455,0.00001761619],"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":[0.00004484944,0.0005108012,0.03578412,0.000126146,0.0001187962,0.00001280743,0.004558335,0.9278997,0.02532919,0.003401479,0.000098027,0.00211571],"study_design_scores_gemma":[0.002147386,0.0007565845,0.03638614,0.000249765,0.00007684985,0.0001604279,0.0003060197,0.8804822,0.02406544,0.0501072,0.00482786,0.0004341478],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8827954,0.000007687767,0.1161079,0.000201232,0.0001050507,0.00003545722,6.057761e-7,0.000006198733,0.0007405269],"genre_scores_gemma":[0.9883166,0.00001133028,0.01159025,0.00002596003,0.0000389814,0.00000236886,9.144619e-7,0.000004431832,0.000009174798],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1055212,"threshold_uncertainty_score":0.1762218,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}