{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":9,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":9,"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":"8868215e6545","filters":{"venue":"Underground Space"}},"results":[{"id":"W2930935562","doi":"10.1016/j.undsp.2018.12.005","title":"Modeling hydraulic fracture in heterogeneous rock materials using permeability-based hydraulic fracture model","year":2019,"lang":"en","type":"article","venue":"Underground Space","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Hydraulic fracturing; Permeability (electromagnetism); Finite element method; Discretization; Geology; Fracture (geology); Geotechnical engineering; Mechanics; Structural engineering; Engineering; Mathematics","authors":[{"name":"Ming Li","is_ca":false},{"name":"Peijun Guo","is_ca":true},{"name":"Dieter Stolle","is_ca":true},{"name":"Li Liang","is_ca":false},{"name":"Yitao Shi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01224911998788313,"gpt":0.2283029602406341,"spread":0.2160538402527509,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002245105,0.0004295783,0.000606186,0.0007516798,0.0004026457,0.0005896658,0.001107557,0.00142725,0.001207879],"category_scores_gemma":[0.0006028067,0.0004076761,0.0007576914,0.0005279153,0.0007473707,0.0006924235,0.0006432584,0.0004269225,0.0001411862],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007080451,"about_ca_system_score_gemma":0.0009754151,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01522322,"about_ca_topic_score_gemma":0.007666876,"domain_scores_codex":[0.9998677,0.00002606334,0.000008445667,0.00002244316,0.00004559667,0.00002968637],"domain_scores_gemma":[0.9997993,0.00009271743,0.00003870784,0.00001672984,0.00003503649,0.00001751528],"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":[0.00001010248,0.0000185659,0.0004930613,0.00001804814,0.000008494547,0.00006441984,0.00001779244,0.9933222,0.002769346,0.002081484,0.00005088656,0.001145585],"study_design_scores_gemma":[0.00000282306,0.000005150781,0.0001340131,0.000001736398,0.000002050364,0.00001041896,0.000004078086,0.9993203,0.0001943469,0.0002602524,0.00006195589,0.000002861382],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4724773,0.0006176344,0.5085635,0.0003063266,0.00006003781,0.0001321263,0.0005735775,0.0005441018,0.01672545],"genre_scores_gemma":[0.9788098,0.0002320567,0.01843483,0.00002528199,0.00001189894,0.0001039364,0.0001088514,0.00003688348,0.002236434],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01522322,"threshold_uncertainty_score":0.03026921,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2909242700","doi":"10.1016/j.undsp.2018.12.002","title":"Wetting effects and strength degradation of swelling shale evaluated from multistage triaxial test","year":2019,"lang":"en","type":"article","venue":"Underground Space","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Western University","keywords":"Oil shale; Swelling; Wetting; Geotechnical engineering; Bentonite; Water content; Compressive strength; Degradation (telecommunications); Triaxial shear test; Composite material; Materials science; Geology; Engineering","authors":[{"name":"Hayder Mohammed Salim Al-Maamori","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"S. Micic","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00830677854629602,"gpt":0.2083540006783704,"spread":0.2000472221320744,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004147164,0.0003467661,0.0002211444,0.0006056198,0.0001478239,0.0001821056,0.0002052218,0.0003234905,0.001118859],"category_scores_gemma":[0.0007900071,0.0001758664,0.000313571,0.0005317179,0.0002384146,0.0003882402,0.000217067,0.0004249188,0.0001632538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001513623,"about_ca_system_score_gemma":0.0001502086,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001032116,"about_ca_topic_score_gemma":0.00274852,"domain_scores_codex":[0.9996167,0.00002752902,0.00002882076,0.00004020777,0.0002398436,0.00004673818],"domain_scores_gemma":[0.9991003,0.0002013211,0.000253924,0.00005219225,0.000317107,0.00007526422],"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":[0.00009357142,0.00002260586,0.001446079,0.00005300669,0.000006759996,0.00008472732,0.0000786083,0.0003803728,0.994419,0.00001888007,0.00002075071,0.003375685],"study_design_scores_gemma":[0.000003799794,0.0006745742,0.02492146,0.000006972793,0.00001806433,0.0001333197,0.0001137627,0.002828318,0.97091,0.00002225271,0.0003516947,0.00001568121],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9950665,0.00055004,0.003580658,0.00001267374,0.000009215379,0.00002191878,0.0001836596,0.00003004798,0.000545184],"genre_scores_gemma":[0.9971027,0.0003442072,0.001504592,0.0000157457,0.000003963706,0.00002076016,0.0001798744,0.000008060251,0.0008201186],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001118859,"threshold_uncertainty_score":0.003742993,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4366779690","doi":"10.1016/j.undsp.2022.12.004","title":"CFD simulations of a semi-transverse ventilation system in a long tunnel","year":2023,"lang":"en","type":"article","venue":"Underground Space","topic":"Fire dynamics and safety research","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Ceiling (cloud); Computational fluid dynamics; Duct (anatomy); Engineering; Transverse plane; Marine engineering; Ventilation (architecture); Airflow; Jet (fluid); Mechanics; Simulation; Structural engineering; Mechanical engineering; Aerospace engineering; Physics","authors":[{"name":"Alireza Dastan","is_ca":false},{"name":"Mohammad Rahiminejad","is_ca":false},{"name":"Mozhgan Sabz","is_ca":true},{"name":"Meisam Abbasi","is_ca":false},{"name":"Ali Mokhtari","is_ca":false},{"name":"Sasan Sadrizadeh","is_ca":false},{"name":"Omid Abouali","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01191337779864544,"gpt":0.2411886288787052,"spread":0.2292752510800597,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002673502,0.0003847998,0.0004652663,0.0004370385,0.0005984646,0.0008166365,0.0004731137,0.001151054,0.002019491],"category_scores_gemma":[0.0006762978,0.0002866444,0.0006311662,0.0003889058,0.0007390931,0.0004235511,0.0005701284,0.0004150045,0.0001879914],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004469949,"about_ca_system_score_gemma":0.0009336291,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01268649,"about_ca_topic_score_gemma":0.006526471,"domain_scores_codex":[0.9998605,0.00002932575,0.000008954005,0.00002417881,0.00002675575,0.00005036866],"domain_scores_gemma":[0.9996628,0.0001448526,0.00005189446,0.00002377538,0.00006004554,0.00005671546],"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":[0.00006114959,0.0000426403,0.00307218,0.00002355423,0.00001028912,0.0001864528,0.0000438788,0.9912884,0.003424391,0.0006551462,0.0001115717,0.001080308],"study_design_scores_gemma":[0.00001728658,0.00005650946,0.001184747,0.000006673982,0.000005336279,0.00003220537,0.00007160981,0.9974872,0.0007169598,0.0001916113,0.0002208727,0.000008976594],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9700979,0.0001318172,0.02207038,0.0001290326,0.00003621787,0.0000453759,0.0003759962,0.0001078591,0.007005444],"genre_scores_gemma":[0.9943348,0.0000563305,0.003810228,0.00001640825,0.00000370518,0.00003313003,0.0001475936,0.00001126668,0.001586569],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01268649,"threshold_uncertainty_score":0.02522528,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4283793459","doi":"10.1016/j.undsp.2022.02.005","title":"Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand","year":2022,"lang":"en","type":"article","venue":"Underground Space","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"China Scholarship Council; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Pile; Excavation; Deflection (physics); Lateral earth pressure; Geotechnical engineering; Bending moment; Engineering; Structural engineering; Retaining wall; Deformation (meteorology); Geology","authors":[{"name":"Wei Shi","is_ca":false},{"name":"Rongzhu Liang","is_ca":false},{"name":"Guoxiong Mei","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Lianwei Sun","is_ca":false},{"name":"Jinqing Jia","is_ca":false},{"name":"Xiaohua Bao","is_ca":false},{"name":"Xiaojian Wu","is_ca":false},{"name":"Wenbing Wu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01016694659229552,"gpt":0.1885409115316937,"spread":0.1783739649393982,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002405094,0.0002985121,0.0002105574,0.0002837743,0.0003022683,0.0001485704,0.0003506077,0.0003715588,0.0009282982],"category_scores_gemma":[0.0004474278,0.0001988385,0.000247276,0.0002469777,0.0005248107,0.0002936518,0.0002853789,0.0002395402,0.0001209465],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001153496,"about_ca_system_score_gemma":0.0001509877,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006505257,"about_ca_topic_score_gemma":0.002034444,"domain_scores_codex":[0.9997335,0.00002472386,0.00001861993,0.0000464352,0.0001186684,0.00005808858],"domain_scores_gemma":[0.9995664,0.0001079396,0.0000738058,0.00009424119,0.0001059739,0.00005178545],"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":[0.0005265077,0.000190162,0.01044368,0.000136327,0.00001000918,0.0005994001,0.0006041041,0.004378018,0.9719855,0.0001365971,0.00009322618,0.01089658],"study_design_scores_gemma":[0.00004182202,0.003446767,0.105336,0.00002224865,0.00004177665,0.0005648116,0.00127878,0.01804833,0.869829,0.0001134098,0.001226618,0.00005050099],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987981,0.00001838496,0.0008606934,0.00000394425,0.000002741697,0.000006023366,0.00003391624,0.00001255067,0.0002634892],"genre_scores_gemma":[0.998601,0.00002114474,0.0009814543,0.000002703197,7.943542e-7,0.000005301519,0.00003062418,0.00000243192,0.0003544665],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009282982,"threshold_uncertainty_score":0.003105521,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3018783777","doi":"10.1016/j.undsp.2020.03.005","title":"Field experience and numerical investigations of minifrac tests with flowback in low-permeability formations","year":2020,"lang":"en","type":"article","venue":"Underground Space","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University; Geomechanica (Canada)","funders":"","keywords":"Closure (psychology); Fracture (geology); Petroleum engineering; Permeability (electromagnetism); Geology; Oil shale; Geotechnical engineering; Chemistry","authors":[{"name":"Yu Fan","is_ca":false},{"name":"Rui Yong","is_ca":false},{"name":"Bo Zeng","is_ca":false},{"name":"Yi Song","is_ca":false},{"name":"Xiaojin Zhou","is_ca":false},{"name":"Bin Xu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01084983122237196,"gpt":0.2231189839764872,"spread":0.2122691527541152,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001384705,0.0004293091,0.0005362789,0.0009870788,0.0008455346,0.0004954599,0.001021163,0.0009049424,0.0009890652],"category_scores_gemma":[0.003149118,0.000260692,0.0002709897,0.0006658835,0.00103467,0.0009050929,0.0005153726,0.000490363,0.000127638],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006987855,"about_ca_system_score_gemma":0.0004442016,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005398946,"about_ca_topic_score_gemma":0.01279356,"domain_scores_codex":[0.9992794,0.00008803113,0.00005430801,0.0001180222,0.0003605311,0.00009963036],"domain_scores_gemma":[0.9979784,0.0009138067,0.0002149444,0.0002153451,0.0005280465,0.0001493979],"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":[0.001843128,0.003841774,0.1513052,0.0008290167,0.00008093614,0.003137201,0.004299102,0.2077731,0.4679809,0.0023492,0.001586149,0.1549743],"study_design_scores_gemma":[0.0001538365,0.007131306,0.207486,0.00008978171,0.00007794719,0.001656911,0.003818211,0.4466366,0.3263525,0.001414366,0.004925437,0.0002571108],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9956502,0.00005794265,0.003322439,0.00003143382,0.000006576876,0.00003470896,0.00008056763,0.00007438911,0.0007418431],"genre_scores_gemma":[0.9954876,0.00004144288,0.004000771,0.000007553811,0.000003355092,0.00001691563,0.00007864949,0.000007664904,0.0003560085],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005398946,"threshold_uncertainty_score":0.01073509,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4380988108","doi":"10.1016/j.undsp.2023.04.002","title":"Reliability assessment of deep excavations in spatially random cohesion weakening friction strengthening massive rocks: Application to nuclear repositories","year":2023,"lang":"en","type":"article","venue":"Underground Space","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Indian Institute of Technology Kanpur","keywords":"Parametric statistics; Sobol sequence; Spatial variability; Geotechnical engineering; Monte Carlo method; Cohesion (chemistry); Random variable; Excavation; Geology; Structural engineering; Engineering; Mathematics; Statistics; Physics","authors":[{"name":"Akshay Kumar","is_ca":false},{"name":"Gaurav Tiwari","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004716907842181696,"gpt":0.2238321467329325,"spread":0.2191152388907508,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001071738,0.0005354306,0.0004239979,0.0009647623,0.0001819791,0.0004360009,0.0007633367,0.0005752385,0.0003892449],"category_scores_gemma":[0.00241859,0.0002461911,0.0005956594,0.0005765587,0.0003956172,0.0003916568,0.000551774,0.000327226,0.00006949433],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004755577,"about_ca_system_score_gemma":0.0005733573,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004320994,"about_ca_topic_score_gemma":0.003355462,"domain_scores_codex":[0.9996112,0.0001278857,0.00002533436,0.00008187645,0.0001248694,0.00002883058],"domain_scores_gemma":[0.9987671,0.0005996149,0.0002431413,0.0001415527,0.0002229744,0.00002553642],"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":[0.00002858097,0.00001758859,0.005189188,0.00005160854,0.0000234477,0.00009942221,0.00006782825,0.9680444,0.005331242,0.0007897041,0.00004190302,0.02031511],"study_design_scores_gemma":[0.000001988663,0.00005641014,0.002047376,0.000006263759,0.00000873911,0.00004780048,0.00002479019,0.9944518,0.00274557,0.0004928344,0.0001059679,0.00001040935],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3288213,0.0002065079,0.6698848,0.00005183087,0.000007525106,0.00004143603,0.00009565832,0.000235187,0.0006558491],"genre_scores_gemma":[0.9654899,0.00007492427,0.03416628,0.000004087928,0.000002475631,0.00002258278,0.00003802485,0.000008280948,0.0001933206],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004320994,"threshold_uncertainty_score":0.008591652,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4416186692","doi":"10.1016/j.undsp.2025.07.002","title":"Excavation-induced fracturing mechanisms in deep hard rock: A hierarchical block model","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Spall; Block (permutation group theory); Excavation; Fracture (geology); Discrete element method; Block model; Rock mass classification; Computer simulation","authors":[{"name":"Shili Qiu","is_ca":false},{"name":"Shirui Zhang","is_ca":false},{"name":"Quan Jiang","is_ca":false},{"name":"Yi Fang","is_ca":false},{"name":"Ping Li","is_ca":false},{"name":"Shaojun Li","is_ca":false},{"name":"Ya-Xun Xiao","is_ca":false},{"name":"Dingping Xu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.013654881968632,"gpt":0.2286560576118979,"spread":0.2150011756432659,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002602534,0.0003982751,0.0006319357,0.0006101609,0.000392042,0.0007174278,0.001665497,0.001079517,0.002658205],"category_scores_gemma":[0.0005454872,0.000447156,0.0006515423,0.0006062932,0.000687591,0.0007930917,0.0006345723,0.0004209118,0.000408247],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007043751,"about_ca_system_score_gemma":0.0009082512,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02858731,"about_ca_topic_score_gemma":0.01383429,"domain_scores_codex":[0.99988,0.00002229425,0.000006306171,0.00002891274,0.00003306517,0.00002953661],"domain_scores_gemma":[0.9997789,0.00007111459,0.00005937825,0.00001886996,0.00004242508,0.00002930061],"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":[0.00001792782,0.00001965886,0.0008537048,0.00002020949,0.000008476664,0.0000575851,0.00003618074,0.9880166,0.001636177,0.007073892,0.0001192175,0.002140255],"study_design_scores_gemma":[0.000002266465,0.000005477526,0.0001647172,0.000001249673,0.000002543608,0.00000555422,0.000004207084,0.9991455,0.00003605773,0.0005127082,0.0001174458,0.000002302003],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4324987,0.0008178871,0.5428711,0.0003520462,0.0000557588,0.0001026744,0.0008569261,0.0003574652,0.02208749],"genre_scores_gemma":[0.9754625,0.0004835813,0.01549973,0.00003369391,0.00001634457,0.0001013029,0.00024124,0.00005348448,0.008108177],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02858731,"threshold_uncertainty_score":0.05684185,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406741946","doi":"10.1016/j.undsp.2024.11.003","title":"Experimental study on the modulus of soil reaction for plastic pipes buried in lightweight cellular concrete backfill","year":2025,"lang":"en","type":"article","venue":"Underground Space","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":"Nexen (Canada)","funders":"University of Kansas","keywords":"Geotechnical engineering; Modulus; Geology; Materials science; Composite material","authors":[{"name":"Yu-qiu Ye","is_ca":false},{"name":"Jie Han","is_ca":false},{"name":"Brad Dolton","is_ca":true},{"name":"Md. Wasif Zaman","is_ca":false},{"name":"Robert L. Parsons","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01021481763086763,"gpt":0.2191756031129899,"spread":0.2089607854821223,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003190378,0.0004472357,0.0002218168,0.0002974711,0.0002251431,0.0001113902,0.000213251,0.000289006,0.001016961],"category_scores_gemma":[0.0004689825,0.0001860673,0.0002008471,0.0002684068,0.0003840412,0.0003471844,0.000264852,0.0002701714,0.0001094743],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00016454,"about_ca_system_score_gemma":0.0001317391,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007716354,"about_ca_topic_score_gemma":0.001616726,"domain_scores_codex":[0.9998032,0.00002364756,0.00001662554,0.00003821831,0.00007514634,0.00004327176],"domain_scores_gemma":[0.9994998,0.0001348826,0.0001583769,0.00004157298,0.0001110739,0.00005433843],"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":[0.0003518255,0.00008950877,0.005985176,0.00007375559,0.000006562665,0.0002239244,0.0002566474,0.001689553,0.9887793,0.00003789707,0.00002143495,0.002484368],"study_design_scores_gemma":[0.00002294107,0.004001024,0.08618385,0.00001872124,0.00003811681,0.0002704602,0.0007212551,0.006487042,0.901766,0.0000544915,0.00040199,0.00003410674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995329,0.00001522923,0.0003073128,0.000002484699,0.00000117562,0.000004026991,0.00003310452,0.000004572658,0.00009910981],"genre_scores_gemma":[0.9993332,0.00003452625,0.0003966134,0.000002345025,0.000001180298,0.000005174599,0.00003517815,0.000001885007,0.000189785],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001016961,"threshold_uncertainty_score":0.003402114,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4410946350","doi":"10.1016/j.undsp.2025.02.008","title":"Heterogeneity of field cemented rockfill at a Canadian hard-rock mine","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Field (mathematics); Mining engineering; Mathematics","authors":[{"name":"Chong Wei","is_ca":true},{"name":"Derek B. Apel","is_ca":true},{"name":"Huawei Xu","is_ca":true},{"name":"Jun Wang","is_ca":true},{"name":"Krzysztof Skrzypkowski","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01192651691002507,"gpt":0.204567745472958,"spread":0.1926412285629329,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002776402,0.0002429777,0.0002393037,0.001263762,0.001266308,0.0007147817,0.000593728,0.0002733717,0.0007805887],"category_scores_gemma":[0.0005272389,0.0002174325,0.0001492627,0.0009592272,0.001064896,0.0002446418,0.0003456568,0.0002051586,0.0001096317],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003127385,"about_ca_system_score_gemma":0.003380304,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.5452091,"about_ca_topic_score_gemma":0.8021813,"domain_scores_codex":[0.9993758,0.00001563434,0.00001865178,0.0001057144,0.0003179336,0.0001662998],"domain_scores_gemma":[0.9993761,0.00004621969,0.00008885921,0.00002569811,0.0003801643,0.00008301331],"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":[0.0004868272,0.0001443448,0.4280405,0.0001163725,0.00005983561,0.0008368788,0.001778126,0.005109436,0.5462444,0.0003286161,0.0004199345,0.01643473],"study_design_scores_gemma":[0.00000778625,0.0001221039,0.9529698,0.000007880728,0.00001868911,0.0002190124,0.001391168,0.001657267,0.04246023,0.00004899889,0.001077022,0.00002001814],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989324,0.00002372611,0.0001459728,0.000009085441,5.047268e-7,0.000009208042,0.0002221768,0.000008978805,0.0006479056],"genre_scores_gemma":[0.9994444,0.00002059895,0.0001419078,0.000005018545,4.942806e-7,0.000003970704,0.0001592596,0.000002879424,0.0002213244],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4547909,"threshold_uncertainty_score":0.9149386,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}