{"meta":{"query_hash":"9fc22e7b9672","filters":{"venue":"Construction Materials and Products"},"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/9fc22e7b9672","api":"https://metacan.xera.ac/api/v1/cohort?venue=Construction+Materials+and+Products"},"results":[{"id":"W3034000638","doi":"10.34031/2618-7183-2018-1-3-43-50","title":"STUDY OF PHYSICAL AND MECHANICAL CHARACTERISTICS OF VARIOUS TYPES OF SOIL STRENGTHENED BY CLINKER WASTE","year":2020,"lang":"en","type":"article","venue":"Construction Materials and Products","topic":"Industrial Engineering and Technologies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Adidas (Canada)","funders":"","keywords":"Loam; Clinker (cement); Soil water; Environmental science; Cement; Geotechnical engineering; Waste management; Soil classification; Geology; Portland cement; Soil science; Materials science; Engineering; Metallurgy","score_opus":0.013974900176496415,"score_gpt":0.19795746284302085,"score_spread":0.18398256266652444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3034000638","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":[0.99876046,0.00025302236,0.00025966048,0.000005793828,0.0000048860675,0.000008363355,0.0001909567,0.0000067249266,0.0005101144],"genre_scores_gemma":[0.99812835,0.00031519672,0.00040536164,0.000012368339,0.000004208292,0.00001359157,0.0002307256,0.0000075164357,0.0008828125],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975747,0.000026160986,0.000020525222,0.000049273054,0.00011040552,0.000036262165],"domain_scores_gemma":[0.99960226,0.000080749305,0.00010558949,0.000018996694,0.00013532898,0.00005701713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001934768,0.00037303704,0.00026973314,0.00065997016,0.00017973248,0.00024891194,0.00019057462,0.00031838968,0.0010283784],"category_scores_gemma":[0.00030646767,0.0001878302,0.00025399096,0.00059268903,0.0002044332,0.00021604991,0.00016402194,0.0003852472,0.00015327889],"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":[0.00017850043,0.00004648001,0.0050790845,0.000105964566,0.000021947753,0.00013961668,0.00010146235,0.000326476,0.9919161,0.000020542971,0.000022285218,0.0020414768],"study_design_scores_gemma":[0.00001257194,0.001826132,0.1948223,0.000038449703,0.000101395526,0.00040954974,0.0007583528,0.001488251,0.79890376,0.00006137277,0.0015492608,0.000028614597],"about_ca_topic_score_codex":0.000767811,"about_ca_topic_score_gemma":0.0015423101,"teacher_disagreement_score":0.0010283784,"about_ca_system_score_codex":0.00009396365,"about_ca_system_score_gemma":0.00010718734,"threshold_uncertainty_score":0.0034403205},"labels":[],"label_agreement":null},{"id":"W3040911267","doi":"10.34031/2618-7183-2020-3-3-28-39","title":"USE OF IRAQ CONCRETE SCRAP AS FILLER AND AGGREGATE OF HEAVYWEIGHT AND LIGHTWEIGHT CONCRETE","year":2020,"lang":"en","type":"article","venue":"Construction Materials and Products","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Adidas (Canada)","funders":"","keywords":"Portland cement; Filler (materials); Compressive strength; Materials science; Scrap; Demolition; Demolition waste; Polymer concrete; Cement; Clinker (cement); Curing (chemistry); Raw material; Aggregate (composite); Properties of concrete; Building material; Composite material; Waste management; Civil engineering; Metallurgy; Engineering","score_opus":0.018561110109286676,"score_gpt":0.19460527924887322,"score_spread":0.17604416913958654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3040911267","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":[0.9971535,0.00037551866,0.0011009747,0.000008025991,0.000006437833,0.000018037792,0.000052496653,0.000022109642,0.0012628542],"genre_scores_gemma":[0.99643326,0.00024704938,0.0017451708,0.0000074683458,0.0000029429639,0.0000078027615,0.000081896054,0.000016498341,0.0014578988],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996942,0.0000459916,0.000017721992,0.00006354855,0.00012249207,0.00005600934],"domain_scores_gemma":[0.9997969,0.000024795747,0.00006114118,0.00003227477,0.000046915513,0.000037912552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003320495,0.00040586543,0.00027748174,0.000466889,0.0002763736,0.00028853022,0.0001938073,0.00022468572,0.0013956605],"category_scores_gemma":[0.000214435,0.00012644623,0.00036992945,0.00028316514,0.0002485344,0.0003156797,0.00033936067,0.00030240606,0.000414942],"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":[0.0002699179,0.00008730827,0.0015914203,0.000115912786,0.000018035853,0.000108779655,0.0000745741,0.001017971,0.9902047,0.00013407358,0.000025173236,0.0063520875],"study_design_scores_gemma":[0.0000048230663,0.00058315013,0.00485066,0.00000792021,0.000028462264,0.000078837256,0.000035845213,0.00082858047,0.9923609,0.000024495232,0.0011894231,0.000006904099],"about_ca_topic_score_codex":0.0010694962,"about_ca_topic_score_gemma":0.0033140476,"teacher_disagreement_score":0.0013956605,"about_ca_system_score_codex":0.00024924582,"about_ca_system_score_gemma":0.00030286107,"threshold_uncertainty_score":0.0046690106},"labels":[],"label_agreement":null}]}