{"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":"03a363ca921c","filters":{"venue":"The Open Construction and Building Technology Journal"}},"results":[{"id":"W1971191763","doi":"10.2174/1874836800802010015","title":"Effect of Mix Proportions on Rheological and Hardened Properties of Composite Cement Pastes","year":2008,"lang":"en","type":"article","venue":"The Open Construction and Building Technology Journal","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Materials science; Cement; Rheology; Composite number; Composite material; Slump; Compressive strength","authors":[{"name":"Mohammed Sonebi","is_ca":false},{"name":"Denis McKendry","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01518287580656833,"gpt":0.2291326408310594,"spread":0.2139497650244911,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003483427,0.000101747,0.0002471311,0.0001336644,0.0002832261,0.00001617906,0.0001844952,0.0001134668,0.0000219345],"category_scores_gemma":[0.00006986342,0.00006086862,0.00002643246,0.0001050826,0.0007087173,0.0000519716,0.0001179971,0.0002888214,3.89303e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000129915,"about_ca_system_score_gemma":0.00001179837,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000300287,"about_ca_topic_score_gemma":8.921057e-7,"domain_scores_codex":[0.9993891,0.00006799916,0.0002569011,0.00009103017,0.00007143501,0.0001235059],"domain_scores_gemma":[0.9996457,0.00004731343,0.0001287816,0.000105651,0.00004553575,0.00002698853],"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":[0.0007385935,0.0001357013,0.06449724,0.0003400262,0.0007194774,0.00004938663,0.0009644947,0.00140273,0.6144702,0.1389843,0.000536036,0.1771618],"study_design_scores_gemma":[0.002329567,0.002300474,0.001781335,0.0005535958,0.0001422645,0.01540726,0.001042916,0.006041152,0.9613332,0.008309769,0.0004659829,0.0002924729],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976572,0.0004066977,0.001023317,0.0002724632,0.000156069,0.0001892384,0.000002621845,0.00004989989,0.0002424694],"genre_scores_gemma":[0.9962926,0.0004283568,0.003225275,0.000007994438,0.00001370066,0.000009041908,3.714557e-7,0.000006369484,0.00001627865],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3468629,"threshold_uncertainty_score":0.2611298,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3081457072","doi":"10.2174/1874836802014010230","title":"ARMA Models to Measure the Scale of Fluctuation from CPT Data","year":2020,"lang":"en","type":"article","venue":"The Open Construction and Building Technology Journal","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada); Rocscience (Canada)","funders":"","keywords":"Autocorrelation; Autoregressive–moving-average model; Mathematics; Statistics; Autoregressive model; Scale (ratio); Moving average; Moving-average model; Time series; Spatial analysis; Series (stratigraphy); Autoregressive integrated moving average; Geography","authors":[{"name":"Brigid Cami","is_ca":true},{"name":"Sina Javankhoshdel","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04763907552691166,"gpt":0.2437905280074649,"spread":0.1961514524805533,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002914306,0.00008160955,0.0001549977,0.00006907214,0.0001608965,0.00006354557,0.0009651814,0.00007719891,0.00002070545],"category_scores_gemma":[0.00006269019,0.00005046988,0.00002292565,0.0003960193,0.0001052476,0.0001610339,0.0003419056,0.0004037026,0.000001911297],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001001081,"about_ca_system_score_gemma":0.0000117778,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000180421,"about_ca_topic_score_gemma":0.000002574931,"domain_scores_codex":[0.9994493,0.00001943747,0.0002033413,0.0001206169,0.0001049274,0.0001023943],"domain_scores_gemma":[0.9995142,0.00002967357,0.00005047788,0.0003115482,0.00004260529,0.00005145042],"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":[0.0000212194,0.000005870426,0.0001310623,0.000008477875,0.0002538152,0.000001728254,0.0002574534,0.6162599,0.09374744,0.003713715,0.001176439,0.2844229],"study_design_scores_gemma":[0.0002821731,0.00002508165,0.0000546092,0.00005981255,0.0001302836,0.0001773082,0.0007956505,0.9716806,0.01072343,0.01329416,0.002656969,0.000119961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2013292,0.0004301123,0.7836606,0.01407605,0.0001275813,0.0001192627,0.00001696172,0.0001401136,0.0001001787],"genre_scores_gemma":[0.9689268,0.0001226213,0.03079063,0.00008031056,0.0000638788,0.000002652889,0.000001745325,0.000009072952,0.000002238385],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7675977,"threshold_uncertainty_score":0.2058102,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}