{"meta":{"query_hash":"2d667eeacce4","filters":{"venue":"Materials Engineering Research"},"cohort_total":2,"direct_labels_cover":0,"predictions_cover":2,"exported":2,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/2d667eeacce4","api":"https://metacan.xera.ac/api/v1/cohort?venue=Materials+Engineering+Research"},"results":[{"id":"W2946996596","doi":"10.25082/mer.2019.02.005","title":"Elastic modulus prediction for hybrid polymer composites","year":2019,"lang":"en","type":"article","venue":"Materials Engineering Research","topic":"Natural Fiber Reinforced Composites","field":"Materials Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Reinforcement; Materials science; Composite material; Modulus; Elastic modulus; Ultimate tensile strength; Work (physics); Polymer; Thermodynamics; Physics","score_opus":0.018150301722637374,"score_gpt":0.2749555896566322,"score_spread":0.2568052879339948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2946996596","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47026756,0.0029284318,0.5049383,0.00038309718,0.00016207267,0.000112314054,0.0005940246,0.0007858358,0.019828338],"genre_scores_gemma":[0.9773086,0.0008154569,0.0161411,0.000044424945,0.000033254608,0.00008776716,0.0001984486,0.000082140315,0.0052887793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998683,0.000021329346,0.00000552645,0.000042119893,0.000045059976,0.000017662796],"domain_scores_gemma":[0.99970955,0.00017885528,0.000041602492,0.000021582326,0.00003819644,0.000010183565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030587162,0.0006659412,0.0003172746,0.0006468124,0.00013719324,0.0003198857,0.00057302456,0.00097192335,0.001801973],"category_scores_gemma":[0.00091047806,0.00024667036,0.0004546506,0.00035896138,0.00029712133,0.0005455082,0.00034154553,0.0005817727,0.0008765445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017289851,0.00009898377,0.0021609946,0.00026064305,0.00002330373,0.0004617667,0.00006582959,0.87490624,0.093027465,0.008814952,0.00079128443,0.019215694],"study_design_scores_gemma":[0.0000037793648,0.000021060514,0.00059177086,0.000009125349,0.0000027653325,0.000040028393,0.0000057071657,0.99128515,0.0062259845,0.001358589,0.0004479843,0.000008065991],"about_ca_topic_score_codex":0.0012791192,"about_ca_topic_score_gemma":0.0010244683,"teacher_disagreement_score":0.001801973,"about_ca_system_score_codex":0.00029495993,"about_ca_system_score_gemma":0.00019201501,"threshold_uncertainty_score":0.0060281754},"labels":[],"label_agreement":null},{"id":"W4387253474","doi":"10.59196/tric.mex/978-81-956233-1-0_4","title":"Properties Evaluation of Self Compacting Concrete Made with Industrial By-Products","year":2023,"lang":"en","type":"book-chapter","venue":"Materials Engineering Research","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Phosphogypsum; Compressive strength; Cement; Superplasticizer; Waste management; Environmental science; Portland cement; Durability; Materials science; Engineering; Composite material; Raw material","score_opus":0.1879467900857973,"score_gpt":0.3001235919829132,"score_spread":0.11217680189711593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387253474","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.977585,0.0030622073,0.006843115,0.000019674284,0.000016756114,0.000035388388,0.00023705309,0.00010120198,0.012099449],"genre_scores_gemma":[0.97513074,0.0018235481,0.006033854,0.000012036288,0.0000058941355,0.000019949457,0.00044272366,0.00004830663,0.016482886],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998447,0.000016825761,0.0000063816383,0.00001640799,0.00010694926,0.000008684377],"domain_scores_gemma":[0.9999049,0.000022849454,0.000022887161,0.00001209222,0.000029462873,0.000007804005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001894197,0.0002993585,0.00014901088,0.0006261178,0.00012542085,0.00018672255,0.00028010973,0.00020363403,0.0012584009],"category_scores_gemma":[0.00016507236,0.000114157214,0.00019238648,0.0006145824,0.00014851455,0.00030152252,0.0001529412,0.00016849008,0.00040032036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009145681,0.00007545737,0.0023439885,0.00019953612,0.00000845698,0.00015083626,0.00008670558,0.0024754773,0.9682362,0.00028115016,0.00017147466,0.025879273],"study_design_scores_gemma":[0.0000037077027,0.0007277936,0.020152004,0.000028874809,0.000028870263,0.00037318718,0.000083022875,0.00433923,0.9669126,0.00009905805,0.0072403275,0.000011393789],"about_ca_topic_score_codex":0.00043158483,"about_ca_topic_score_gemma":0.0013329656,"teacher_disagreement_score":0.0012584009,"about_ca_system_score_codex":0.0001789493,"about_ca_system_score_gemma":0.00013953252,"threshold_uncertainty_score":0.004209757},"labels":[],"label_agreement":null}]}