{"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":"4966d3aea39c","filters":{"venue":"Journal of Hohai University"}},"results":[{"id":"W2349230371","doi":"","title":"Annual and seasonal variation characteristics of NDVI and its relationship with meteorological factors in Jialing River Basin","year":2013,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Environmental Changes in China","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Normalized Difference Vegetation Index; Sunshine duration; Environmental science; Precipitation; Climatology; Air temperature; Structural basin; Vegetation (pathology); Seasonality; Lag; Spring (device); Trend analysis; Quarter (Canadian coin); Atmospheric sciences; Meteorology; Geography; Climate change; Geology; Oceanography; Mathematics","authors":[{"name":"Dazhong Xia","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01159295825330789,"gpt":0.1851820682159467,"spread":0.1735891099626388,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000201185,0.0001225329,0.0001721124,0.000525019,0.0002776111,0.0003294038,0.0001375691,0.0001393411,0.0003576131],"category_scores_gemma":[0.0003957934,0.0001316407,0.0001459317,0.0009624991,0.0001653387,0.0002185373,0.0001565829,0.0001124817,0.00004065974],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000498934,"about_ca_system_score_gemma":0.0003578782,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03212873,"about_ca_topic_score_gemma":0.06081498,"domain_scores_codex":[0.999881,0.00001366474,0.00001616088,0.00004031174,0.00002516591,0.00002364317],"domain_scores_gemma":[0.9997765,0.00004183856,0.00006633551,0.00001512667,0.00005840811,0.00004176931],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00003738314,0.0000188936,0.9923765,0.00002179063,0.00003888018,0.0001501775,0.0003474287,0.0005563162,0.002048586,0.00005545859,0.0001217733,0.004226869],"study_design_scores_gemma":[7.188235e-7,0.00000586258,0.9991774,0.000001208139,0.000004701134,0.00002148379,0.0001077405,0.0004282544,0.0000545743,0.000007441548,0.000188408,0.000002099265],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996046,0.0000439192,0.0000444086,0.000009239634,7.706309e-7,0.000001093125,0.0001184575,0.000003140349,0.0001743674],"genre_scores_gemma":[0.9995152,0.00003055141,0.00006430524,0.000002859241,0.000001325704,0.000003113152,0.0002221242,8.61814e-7,0.000159683],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03212873,"threshold_uncertainty_score":0.06388342,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2374505944","doi":"","title":"Relations Between COD Removal and Biofilm Thickness and Density of Downflow Anaerobic Turbulent Bed","year":2001,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Water Quality Monitoring and Analysis","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Discovery Air (Canada)","funders":"","keywords":"Turbulence; Fluidization; Biogas; Anaerobic exercise; Chemistry; Range (aeronautics); Fluidized bed; Hydraulic retention time; Draft tube; Chemical engineering; Materials science; Pulp and paper industry; Environmental engineering; Environmental science; Wastewater; Waste management; Mechanics; Composite material","authors":[{"name":"Cheng He","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0144177042896582,"gpt":0.2108814025991903,"spread":0.1964636983095321,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001442714,0.000273872,0.0001869386,0.0002038654,0.00009839488,0.0002716898,0.00010262,0.0001605219,0.0003214071],"category_scores_gemma":[0.0003558244,0.0002371703,0.0001775925,0.0001269192,0.0001433907,0.0001934573,0.000155755,0.0002763923,0.00008535675],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002382769,"about_ca_system_score_gemma":0.0001608664,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003049352,"about_ca_topic_score_gemma":0.002452109,"domain_scores_codex":[0.9999068,0.00001130316,0.000008466142,0.00001769284,0.00003370299,0.00002205111],"domain_scores_gemma":[0.9997668,0.00007016092,0.00006973275,0.00001083823,0.00004323166,0.00003924401],"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":[0.000277011,0.00004708619,0.008758798,0.00002834405,0.00001117985,0.00003492554,0.00004505215,0.0004700366,0.9882259,0.00002843076,0.00001993734,0.002053317],"study_design_scores_gemma":[0.00002572844,0.0009473326,0.140142,0.00001042185,0.00005428084,0.0001226083,0.0001266384,0.01041054,0.8476063,0.00004916902,0.0004830336,0.0000218866],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992992,0.0000933741,0.0004694643,0.000006147751,0.000001887481,0.000001863777,0.000026564,0.000006901478,0.0000945971],"genre_scores_gemma":[0.998421,0.0002078373,0.0007408532,0.00001133017,0.00000168836,0.000006238987,0.0001684624,0.000002910494,0.0004397981],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003049352,"threshold_uncertainty_score":0.006063163,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2392602695","doi":"","title":"Identification of failure modes for uplift anchor plates based on PIV technology","year":2011,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Soil, Finite Element Methods","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":"Toronto Metropolitan University","funders":"","keywords":"Particle image velocimetry; Geology; Displacement (psychology); Shear (geology); Dilation (metric space); Geotechnical engineering; Point (geometry); Geometry; Mechanics; Physics; Mathematics; Turbulence","authors":[{"name":"Liu Ming-liang","is_ca":true},{"name":"Zhu Zhen-de","is_ca":false},{"name":"Jinyuan Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01951108926667636,"gpt":0.2168510629896814,"spread":0.1973399737230051,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001917,0.000493161,0.0003089802,0.001246469,0.0002419692,0.0003022703,0.0003980093,0.0003048166,0.0009811999],"category_scores_gemma":[0.0003394364,0.0003643536,0.0002117278,0.00038616,0.000377848,0.0002515645,0.0002849083,0.0002342912,0.0001968411],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002005069,"about_ca_system_score_gemma":0.0004383643,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002809247,"about_ca_topic_score_gemma":0.003456848,"domain_scores_codex":[0.9998703,0.000007814117,0.000007232819,0.00003080996,0.00005828165,0.00002546996],"domain_scores_gemma":[0.999821,0.00004926961,0.00004672286,0.00001927307,0.00004583532,0.00001785149],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0003488452,0.0001387416,0.09457333,0.000367794,0.00004808395,0.001172544,0.001067294,0.08375304,0.7176436,0.002176291,0.0006960088,0.09801451],"study_design_scores_gemma":[0.00002619886,0.0002133088,0.1254704,0.00003727066,0.00004227929,0.0004500313,0.0006410634,0.6535793,0.2171821,0.0009048863,0.001382269,0.00007098704],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8621225,0.0001079207,0.1356576,0.00001929391,0.00001292915,0.00006848548,0.0002891566,0.000360595,0.001361559],"genre_scores_gemma":[0.9775604,0.0000663534,0.0216637,0.000002548269,0.000002891353,0.00003238634,0.000149399,0.00001132581,0.0005109837],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002809247,"threshold_uncertainty_score":0.00558573,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2387954476","doi":"","title":"Creep behaviors of light-weight EPS treated soil","year":2010,"lang":"en","type":"article","venue":"Journal of Hohai University","topic":"Geotechnical Engineering and Soil Stabilization","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":"Toronto Metropolitan University","funders":"","keywords":"Creep; Expanded polystyrene; Consolidation (business); Materials science; Geotechnical engineering; Constitutive equation; Composite material; Polystyrene; Structural engineering; Geology; Engineering; Finite element method; Polymer","authors":[{"name":"Jinyuan Liu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002711043993322795,"gpt":0.15403751043329,"spread":0.1513264664399672,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001157516,0.0002529081,0.0002088538,0.0003863165,0.0001750206,0.0001254704,0.0001503377,0.0002759697,0.0009157507],"category_scores_gemma":[0.0002772818,0.00009451587,0.0001648688,0.0003304651,0.0001837388,0.0001933977,0.0001405629,0.0002212621,0.000120349],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001799297,"about_ca_system_score_gemma":0.0001835889,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001814887,"about_ca_topic_score_gemma":0.004067066,"domain_scores_codex":[0.9998853,0.000009881168,0.00001281463,0.0000185767,0.00005151087,0.00002178777],"domain_scores_gemma":[0.9997428,0.00004209754,0.00005261294,0.00001994412,0.0001029595,0.00003959611],"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":[0.0002172764,0.00006911752,0.005215452,0.00005219698,0.0000106481,0.0001461649,0.0001414265,0.001677864,0.9875951,0.00003738163,0.00004804376,0.004789419],"study_design_scores_gemma":[0.00001725831,0.001348796,0.0619158,0.00001989953,0.0000333836,0.0001745603,0.0003268515,0.01122149,0.9239141,0.00006779085,0.000933079,0.00002701023],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992186,0.00004933031,0.000453412,0.000006259384,0.00000335728,0.000004537922,0.00008451893,0.00001313414,0.0001669208],"genre_scores_gemma":[0.9984632,0.00007645383,0.0005508263,0.00001460325,0.000001628469,0.000008360475,0.0001374166,0.00000664938,0.0007408807],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001814887,"threshold_uncertainty_score":0.003608704,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}