{"meta":{"query_hash":"83760c972a01","filters":{"venue":"Paste/Paste"},"cohort_total":116,"direct_labels_cover":0,"predictions_cover":116,"exported":116,"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/83760c972a01","api":"https://metacan.xera.ac/api/v1/cohort?venue=Paste%2F%C2%98P%C2%9Caste"},"results":[{"id":"W2753034332","doi":"10.36487/acg_rep/1504_25_veenstra","title":"Early curing age paste backfill exposures – the role of effective stress","year":2015,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Mining Association of Canada; University of Toronto","funders":"","keywords":"Geotechnical engineering; Curing (chemistry); Dissipation; Stress (linguistics); Environmental science; Materials science; Geology; Composite material","score_opus":0.009319832500408496,"score_gpt":0.18210351838160815,"score_spread":0.17278368588119966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2753034332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93763906,0.0027667962,0.00024822127,0.000031762334,0.00045223857,0.00043923908,0.000014358077,0.00020550938,0.05820284],"genre_scores_gemma":[0.9988058,0.000027365193,0.00010401094,0.000012328942,0.0002068799,0.000057479505,0.000004559047,0.000046902984,0.0007346447],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989041,0.000072612536,0.00025374943,0.00017727507,0.00027415654,0.00031807096],"domain_scores_gemma":[0.9993533,0.000084429994,0.00006945431,0.00034513907,0.00006366024,0.00008400327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025485703,0.00021633548,0.00023940422,0.00008513425,0.000056422577,0.00007836487,0.000323119,0.000057863817,0.000025079844],"category_scores_gemma":[0.00003463987,0.00015451455,0.00008253753,0.00016143134,0.000069346635,0.00021773762,0.00013930135,0.00017710675,0.000095852265],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005896642,0.00023123472,0.19877686,0.0019038823,0.0018041036,0.0001023369,0.077808656,0.17730576,0.04355687,0.0045010946,0.0050270827,0.48839247],"study_design_scores_gemma":[0.006202674,0.0018937527,0.13502869,0.0016907577,0.0006374815,0.000015233777,0.03419112,0.05385033,0.4768212,0.005576252,0.28098315,0.0031093594],"about_ca_topic_score_codex":0.000113395115,"about_ca_topic_score_gemma":0.000046458747,"teacher_disagreement_score":0.4852831,"about_ca_system_score_codex":0.000028784767,"about_ca_system_score_gemma":0.0000066172024,"threshold_uncertainty_score":0.630092},"labels":[],"label_agreement":null},{"id":"W2756899740","doi":"10.36487/acg_rep/1752_30_deng","title":"Reliability analysis and design of backfill in a cut-and-fill mining method","year":2017,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Lakehead University","funders":"","keywords":"Reliability (semiconductor); Computer science; Reliability engineering; Engineering","score_opus":0.0286077072669444,"score_gpt":0.2552934018345119,"score_spread":0.2266856945675675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2756899740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9209465,0.0006218427,0.072644964,0.00008169304,0.0000926942,0.0002359556,0.000006055421,0.00006143105,0.0053088875],"genre_scores_gemma":[0.96337086,0.00013699863,0.036157276,0.00000813596,0.000017671297,0.000011888037,0.0000012117493,0.000014686181,0.00028128104],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917793,0.00006913575,0.00025719983,0.00021342364,0.00009812895,0.00018418772],"domain_scores_gemma":[0.9993202,0.00013386366,0.00008434897,0.00038792408,0.000028187145,0.000045477074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007332984,0.00013640797,0.00033610128,0.00019404628,0.00006963979,0.00007280509,0.00015587475,0.000054039716,0.000029383002],"category_scores_gemma":[0.00014762818,0.00012106015,0.000047140726,0.0001450206,0.000064656255,0.0002167742,0.000118971366,0.00008439105,0.0000026057999],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023636714,0.00006446385,0.60981745,0.0015616308,0.0013768643,0.00002104466,0.009739184,0.17821676,0.0128045045,0.00025731252,0.0003409543,0.1855635],"study_design_scores_gemma":[0.00088094606,0.00009341393,0.28300658,0.00013523316,0.00056114566,0.0000017583772,0.00080303405,0.7052504,0.007089014,0.00039225945,0.0013368333,0.00044943218],"about_ca_topic_score_codex":0.00015272977,"about_ca_topic_score_gemma":0.00009273347,"teacher_disagreement_score":0.5270336,"about_ca_system_score_codex":0.000013125929,"about_ca_system_score_gemma":0.0000039651463,"threshold_uncertainty_score":0.49366894},"labels":[],"label_agreement":null},{"id":"W2757879726","doi":"10.36487/acg_rep/1104_43_aldea","title":"Kidd Mine paste fill binder research study","year":2011,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Cementitious; Materials science; Ternary operation; Waste management; Environmental science; Composite material; Metallurgy; Engineering; Cement; Computer science","score_opus":0.1368779385957139,"score_gpt":0.2786374555067449,"score_spread":0.141759516911031,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2757879726","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8614285,0.0005746363,0.00016624328,0.00006664232,0.00063428376,0.000682835,0.00000566539,0.00041753543,0.13602364],"genre_scores_gemma":[0.984351,0.00003797236,0.00031390396,0.000030583462,0.00023593401,0.00009752621,0.000004983381,0.00007972734,0.0148483645],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980252,0.00011825946,0.00033929685,0.00034463257,0.0004949295,0.00067771954],"domain_scores_gemma":[0.9990861,0.00006156982,0.00003318926,0.00056321296,0.00011989036,0.00013607746],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0007431689,0.0002574282,0.00025415292,0.00034062448,0.0001506266,0.00008920265,0.00044239376,0.00007768898,0.00112493],"category_scores_gemma":[0.000042609117,0.00022224603,0.00006749831,0.00047431354,0.00007438667,0.0002570787,0.00024404645,0.0003795979,0.0015390713],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011646064,0.0032160096,0.4266117,0.0027541025,0.0032120761,0.00089826185,0.1513644,0.0062413854,0.017254159,0.0025394727,0.20406233,0.1806815],"study_design_scores_gemma":[0.011152621,0.00581994,0.22675578,0.0007972303,0.0005574069,0.000040226194,0.08454018,0.0369964,0.034588993,0.0021949357,0.591128,0.005428313],"about_ca_topic_score_codex":0.00015224467,"about_ca_topic_score_gemma":0.00013029821,"teacher_disagreement_score":0.38706565,"about_ca_system_score_codex":0.000043545017,"about_ca_system_score_gemma":0.000011104967,"threshold_uncertainty_score":0.99978817},"labels":[],"label_agreement":null},{"id":"W2758223746","doi":"10.36487/acg_rep/1104_42_thompson","title":"In situ pressures in cemented paste backfill — a review of fieldwork from three mines","year":2011,"lang":"en","type":"review","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Instrumentation (computer programming); Cement; Pore water pressure; Engineering; Mining engineering; Copper mine; Geology; Materials science; Metallurgy; Copper; Computer science; Accounting","score_opus":0.04907595218413835,"score_gpt":0.25817617489533723,"score_spread":0.20910022271119888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2758223746","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000063793486,0.9820826,0.000049211696,0.000025900337,0.0006003047,0.0013138545,0.000050981715,0.0000764697,0.015736872],"genre_scores_gemma":[0.00017446242,0.9979638,0.00022805062,0.00006043677,0.00018236878,0.00024113078,0.000104235136,0.0000931519,0.000952381],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974151,0.00013721948,0.0013503924,0.0004338311,0.00022786958,0.000435582],"domain_scores_gemma":[0.99873877,0.00016844932,0.00032223115,0.00067029474,0.000040673902,0.000059607893],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033296453,0.00061635394,0.0021810676,0.00035369027,0.000015148251,0.000026018803,0.0006321725,0.00026656644,0.0008001406],"category_scores_gemma":[0.00006541545,0.00050737057,0.000338189,0.0005319479,0.000037886224,0.00019208946,0.0002328899,0.0004049117,0.00011314381],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018114093,0.00005905461,0.00022808505,0.3244565,0.000408266,0.000034323763,0.00030616802,0.000042068026,0.0000062915997,0.000055815828,0.010171134,0.66421413],"study_design_scores_gemma":[0.00021377964,0.00002777667,0.000031511496,0.17118676,0.0003724538,9.727829e-7,0.00001726722,0.000043598055,0.000012648884,0.000053672822,0.82761836,0.00042123278],"about_ca_topic_score_codex":0.00023430388,"about_ca_topic_score_gemma":0.0014854193,"teacher_disagreement_score":0.8174472,"about_ca_system_score_codex":0.000043458254,"about_ca_system_score_gemma":0.000026976611,"threshold_uncertainty_score":0.9997378},"labels":[],"label_agreement":null},{"id":"W2758643383","doi":"10.36487/acg_rep/1504_42_kam","title":"Managing high-density tailings disposal – deposition, water management and closure considerations","year":2015,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":true,"ca_institutions":"Glencore (Canada); Golder Associates (Canada)","funders":"","keywords":"Tailings; Deposition (geology); Environmental science; Mining engineering; Geology; Materials science; Metallurgy; Sediment","score_opus":0.011688483249764287,"score_gpt":0.1835350175686396,"score_spread":0.1718465343188753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2758643383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9680393,0.00065319205,0.009467234,0.0014525547,0.00076486846,0.00043006998,0.000005103322,0.0006217531,0.018565942],"genre_scores_gemma":[0.99520963,0.000059584596,0.0026104222,0.00016493374,0.00013572782,0.000028255163,0.00002831591,0.000039377665,0.0017237271],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895185,0.000030536827,0.00023957784,0.00024567454,0.00020292857,0.00032944605],"domain_scores_gemma":[0.99955183,0.000016586186,0.000023550901,0.00022322014,0.000059296297,0.00012553016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001935916,0.00021263324,0.0001831222,0.00012293777,0.00015987009,0.00021086184,0.000081201215,0.00005235011,0.000045429097],"category_scores_gemma":[0.0000064189057,0.0001758313,0.000035362846,0.00007186837,0.000052021638,0.00031307596,0.00014592207,0.0001231734,0.00015796225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010088881,0.00066349877,0.08832726,0.010295166,0.006599174,0.0030583385,0.06227308,0.27647766,0.060546357,0.15674214,0.2057369,0.12827154],"study_design_scores_gemma":[0.018079866,0.0010145872,0.035993595,0.0014677125,0.0029049607,0.0005378164,0.019178726,0.24910045,0.3246965,0.19831651,0.14008527,0.008623992],"about_ca_topic_score_codex":0.00004490178,"about_ca_topic_score_gemma":0.0000674375,"teacher_disagreement_score":0.26415014,"about_ca_system_score_codex":0.000038979164,"about_ca_system_score_gemma":0.0000035234589,"threshold_uncertainty_score":0.7170192},"labels":[],"label_agreement":null},{"id":"W2759039931","doi":"10.36487/acg_rep/1504_29_longo","title":"Mobile paste backfill systems – a decade of work","year":2015,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"Aboriginal Affairs and Northern Development Canada","keywords":"Work (physics); Pillar; Environmental planning; Recreation; Environmental remediation; Business; Perspective (graphical); Civil engineering; Engineering; Computer science; Environmental science; Political science; Contamination","score_opus":0.02240622851552699,"score_gpt":0.20379561685025988,"score_spread":0.1813893883347329,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2759039931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85193706,0.017074933,0.003903819,0.000046874575,0.0032124722,0.0010647895,0.000025660107,0.00083504355,0.121899344],"genre_scores_gemma":[0.9932495,0.00008424355,0.0004112535,0.000014584186,0.00023153117,0.000088853725,0.000008213395,0.00005947803,0.0058523575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987209,0.000041200863,0.00039099157,0.00019574443,0.00029340608,0.00035775194],"domain_scores_gemma":[0.99927604,0.000033398002,0.00008070818,0.0003694233,0.00009088853,0.00014952215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027447834,0.00022538065,0.00032769857,0.00013303942,0.000028629604,0.00006285429,0.0002743591,0.00008898645,0.000046151643],"category_scores_gemma":[0.000023001881,0.00019934872,0.000075923286,0.00033017542,0.000044254783,0.00018710298,0.00009706531,0.00013889895,0.00037874893],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037393512,0.00018046182,0.028869085,0.003561096,0.00090233237,0.00005714845,0.015650608,0.74126637,0.0065934127,0.0016343888,0.14077798,0.060133185],"study_design_scores_gemma":[0.0022388995,0.0005635658,0.0009332617,0.0009131447,0.00017806138,0.000015588077,0.007078301,0.04995832,0.007935436,0.00016121285,0.92879677,0.001227413],"about_ca_topic_score_codex":0.000030102052,"about_ca_topic_score_gemma":0.0000060297352,"teacher_disagreement_score":0.7880188,"about_ca_system_score_codex":0.000046789166,"about_ca_system_score_gemma":0.000013996655,"threshold_uncertainty_score":0.8129205},"labels":[],"label_agreement":null},{"id":"W2761435267","doi":"10.36487/acg_rep/1504_30_tarr","title":"Acti-Gel® 208 as an additive for paste and hydraulic backfill","year":2015,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Portland cement; Waste management; Cement; Environmental science; Haulage; Engineering; Materials science; Metallurgy","score_opus":0.026940969939691146,"score_gpt":0.22711825967286567,"score_spread":0.20017728973317453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2761435267","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91131526,0.0012336628,0.0023060956,0.00040405517,0.0011359414,0.0009829968,0.00010125581,0.00069394265,0.08182676],"genre_scores_gemma":[0.992394,0.00009439267,0.0012499025,0.00021109798,0.0004582002,0.000111637964,0.000061959654,0.00008237514,0.0053364444],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99888253,0.000030646566,0.0002157321,0.00029176316,0.00017826274,0.00040109226],"domain_scores_gemma":[0.9993102,0.00006063724,0.000049700502,0.00025967738,0.00008139292,0.00023837257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020096157,0.00025907383,0.00024707505,0.000107689484,0.000079507845,0.00012952973,0.00017338249,0.00008746606,0.00008997897],"category_scores_gemma":[0.00005353704,0.00023819417,0.00005346786,0.000115020324,0.000051317937,0.0005418022,0.00007642955,0.00012942746,0.00023159922],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011461017,0.00035322487,0.0037329106,0.001581868,0.0012318601,0.00008192005,0.034580562,0.014047748,0.007401819,0.0037818374,0.19340439,0.73865575],"study_design_scores_gemma":[0.0022892586,0.0007503373,0.0009269082,0.00010463699,0.00012122351,0.000018558638,0.004566187,0.03790588,0.007351825,0.0014737737,0.9436458,0.00084565603],"about_ca_topic_score_codex":0.00003185892,"about_ca_topic_score_gemma":0.00004899806,"teacher_disagreement_score":0.75024134,"about_ca_system_score_codex":0.000039528062,"about_ca_system_score_gemma":0.0000161175,"threshold_uncertainty_score":0.97132766},"labels":[],"label_agreement":null},{"id":"W2765274861","doi":"10.36487/acg_rep/1104_14_yuan","title":"Ore types impact on flocculation and the treatment strategies for different types of oil sand tailings","year":2011,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Flocculation; Tailings; Oil sands; Sedimentary depositional environment; Environmental science; Geology; Tailings dam; Fluvial; Asphalt; Environmental engineering; Materials science; Metallurgy; Geomorphology","score_opus":0.02051736530961708,"score_gpt":0.25841055395169077,"score_spread":0.23789318864207368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765274861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851849,0.00070890214,0.00009161297,0.000040270508,0.000018610348,0.000012478472,0.000026848738,0.000021177031,0.013895202],"genre_scores_gemma":[0.996928,0.00011750225,0.00006210802,0.000008157806,0.00006970941,0.000022531518,0.000019436515,0.0000124024755,0.0027601873],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994084,0.0000149891075,0.0001704841,0.00016773693,0.000099307494,0.00013907917],"domain_scores_gemma":[0.99951017,0.00009965765,0.00012784718,0.00017374162,0.00005023766,0.000038376304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006235485,0.00015836132,0.00026126174,0.00003544503,0.00008542201,0.00004212438,0.00007349345,0.00005432986,0.0001153566],"category_scores_gemma":[0.000014793859,0.00007993546,0.00013584759,0.000046380803,0.000085474276,0.000049605245,0.000010609504,0.000045360197,0.0000025960717],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010026832,0.001760819,0.05316808,0.0021987678,0.0045825103,0.000008252728,0.03306965,0.0031042981,0.2567943,0.0039791605,0.00015450057,0.6311528],"study_design_scores_gemma":[0.024651334,0.002713059,0.014839622,0.0014908361,0.004925189,0.000022561226,0.013509491,0.09426306,0.8279912,0.009894857,0.003937852,0.0017609667],"about_ca_topic_score_codex":0.00014297909,"about_ca_topic_score_gemma":0.000025559206,"teacher_disagreement_score":0.62939185,"about_ca_system_score_codex":0.000027926157,"about_ca_system_score_gemma":0.00002785628,"threshold_uncertainty_score":0.32596737},"labels":[],"label_agreement":null},{"id":"W2765825221","doi":"10.36487/acg_rep/1104_28_ali","title":"Prediction of tailings beach slopes and tailings flow profiles","year":2011,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; University of Saskatchewan","keywords":"Tailings; Deposition (geology); Tailings dam; Geotechnical engineering; Environmental science; Geology; Mining engineering; Materials science; Structural basin","score_opus":0.0245123465749484,"score_gpt":0.17484148331245522,"score_spread":0.1503291367375068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765825221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96989846,0.0018391197,0.0030610014,0.000032958495,0.00046177322,0.00039384377,0.000021660748,0.00044677005,0.023844406],"genre_scores_gemma":[0.9933003,0.00014250654,0.0051344624,0.000015228283,0.00010728085,0.0000333644,0.000017685816,0.00004205145,0.0012071192],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990433,0.000017909675,0.00031808193,0.0002089588,0.00016021017,0.00025153998],"domain_scores_gemma":[0.9995983,0.000019611434,0.00006343951,0.00019649413,0.000058119014,0.0000639935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019029014,0.00019576323,0.00022344243,0.00013524202,0.000058947542,0.000029265662,0.00014050906,0.000081907856,0.000111495494],"category_scores_gemma":[0.000024613477,0.00017656865,0.000049508883,0.00013479487,0.000080433914,0.0002978243,0.000070516384,0.00013360009,0.0000245407],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006853898,0.00039700553,0.20807736,0.009586098,0.0014706374,0.0000410251,0.0722611,0.010429877,0.30009177,0.0033429454,0.014181647,0.37943515],"study_design_scores_gemma":[0.003456534,0.0012717783,0.028338086,0.0011626804,0.00062446634,0.000036570353,0.007929855,0.29617685,0.55967116,0.0020173748,0.09728815,0.0020264687],"about_ca_topic_score_codex":0.00004359682,"about_ca_topic_score_gemma":0.000008266497,"teacher_disagreement_score":0.37740868,"about_ca_system_score_codex":0.000013655171,"about_ca_system_score_gemma":0.0000065429595,"threshold_uncertainty_score":0.7200261},"labels":[],"label_agreement":null},{"id":"W2767075635","doi":"10.36487/acg_rep/1104_29_simms","title":"Beaching angles and evolution of stack geomoetry for thickened tailings - a review","year":2011,"lang":"en","type":"review","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Barrick Gold Corporation","keywords":"Stack (abstract data type); Tailings; Footprint; Deposition (geology); Selection (genetic algorithm); Realisation; Computer science; Geology; Geotechnical engineering; Civil engineering; Engineering; Materials science; Artificial intelligence; Physics","score_opus":0.04216096270915152,"score_gpt":0.2612846199904263,"score_spread":0.21912365728127478,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767075635","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000028436743,0.99395806,0.0023207008,0.000008771728,0.0003057671,0.0015330458,0.000059985756,0.00017096064,0.0016142796],"genre_scores_gemma":[0.00018615204,0.9976487,0.0010305987,0.000015827765,0.00015056353,0.00019626872,0.000078804034,0.000114404196,0.0005786784],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982715,0.000072601244,0.0008114084,0.0003462744,0.00014927489,0.0003489354],"domain_scores_gemma":[0.9990095,0.000120215765,0.00033856134,0.00038713161,0.00007372601,0.00007086012],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006033242,0.00048574613,0.0015691002,0.00022543759,0.000072484436,0.000035825462,0.0002964238,0.00022052841,0.000031440377],"category_scores_gemma":[0.00010178766,0.00039916585,0.000362687,0.00021567386,0.00007456569,0.00019559012,0.00012885538,0.00030224337,0.000021148982],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004958133,0.000009194231,0.0000072077355,0.3336191,0.00022738837,7.188056e-7,0.00012681836,0.0000061039295,0.0000037835127,0.0005751623,0.00091216137,0.6645074],"study_design_scores_gemma":[0.00013514623,0.00006353389,0.0000014316106,0.06904034,0.0012103934,0.0000061163632,0.0000403573,0.00019430737,0.0000055263927,0.00011489104,0.9287814,0.00040657524],"about_ca_topic_score_codex":0.000021281581,"about_ca_topic_score_gemma":0.000007877892,"teacher_disagreement_score":0.9278692,"about_ca_system_score_codex":0.00007429779,"about_ca_system_score_gemma":0.00003824245,"threshold_uncertainty_score":0.99984604},"labels":[],"label_agreement":null},{"id":"W2802144761","doi":"10.36487/acg_rep/1805_01_munro","title":"How thick is thick enough?","year":2018,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Consolidation (business); Dewatering; Footprint; Cushion; Environmental science; Computer science; Engineering; Mechanical engineering; Geology; Business; Materials science; Geotechnical engineering","score_opus":0.017211919468847998,"score_gpt":0.19554714257103437,"score_spread":0.17833522310218636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802144761","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4592515,0.0039352113,0.008306483,0.010128386,0.0046871286,0.0008151825,0.000030483308,0.002615478,0.5102301],"genre_scores_gemma":[0.96812826,0.000099842044,0.0006901122,0.00046546373,0.00089968945,0.000016022464,0.000004335096,0.00005978568,0.029636478],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99893177,0.000021239617,0.00016631794,0.00023539455,0.00023186923,0.00041343592],"domain_scores_gemma":[0.9994092,0.000025158304,0.000036409736,0.0003815944,0.00006863419,0.000079006735],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014808177,0.00022860173,0.00019028962,0.00009356017,0.000125187,0.00022994484,0.00028782443,0.00010169546,0.00048152154],"category_scores_gemma":[0.000022760873,0.00019911026,0.00007295951,0.00019091858,0.00008929533,0.0003168071,0.00010235045,0.00019940334,0.0015424518],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021455804,0.00015029398,0.0080001,0.0022932147,0.00130827,0.00006892842,0.043857895,0.0011916148,0.053263515,0.012203438,0.57073677,0.3067114],"study_design_scores_gemma":[0.0003509368,0.00012779864,0.00043359792,0.00007534784,0.000040461426,0.0000040138752,0.00072235183,0.009284431,0.025474494,0.0004294126,0.9626297,0.0004274764],"about_ca_topic_score_codex":0.000013668288,"about_ca_topic_score_gemma":0.00002372324,"teacher_disagreement_score":0.5088768,"about_ca_system_score_codex":0.000026818245,"about_ca_system_score_gemma":0.000007797731,"threshold_uncertainty_score":0.999235},"labels":[],"label_agreement":null},{"id":"W2802402940","doi":"10.36487/acg_rep/1805_33_simms","title":"Analysis of dewatering and desaturation of generic field deposition scenarios for thickened tailings","year":2018,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance","keywords":"Tailings; Dewatering; Consolidation (business); Deposition (geology); Hydraulic conductivity; Geotechnical engineering; Oil sands; Permeability (electromagnetism); Lift (data mining); Geology; Petroleum engineering; Environmental science; Mining engineering; Soil science; Materials science; Metallurgy; Composite material; Asphalt; Soil water; Computer science","score_opus":0.009984515287552703,"score_gpt":0.21293212501735242,"score_spread":0.20294760972979972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802402940","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96222985,0.0001736325,0.037118994,0.000022411068,0.00014041459,0.000107807195,0.000008889374,0.000043869422,0.00015411331],"genre_scores_gemma":[0.99568623,0.000029816943,0.0041178307,0.000022143402,0.00007503245,0.000011290014,0.0000265233,0.000013478403,0.00001763442],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994145,0.000011439118,0.00024050022,0.00012132281,0.000080935606,0.00013132399],"domain_scores_gemma":[0.99960595,0.00006144651,0.000060937484,0.00012427106,0.00011428087,0.000033105563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008093474,0.0000991554,0.00021408334,0.00018225516,0.00003979223,0.000015860354,0.000053661577,0.00009275368,0.000011172751],"category_scores_gemma":[0.00002242739,0.000091871014,0.00006816759,0.0003568602,0.000028454522,0.000100204066,0.000014418394,0.00004763706,8.768195e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010646602,0.000014136983,0.0039753914,0.00027221188,0.0005942538,6.5368073e-7,0.0016896027,0.025518991,0.94342375,0.000030014826,0.00003972412,0.024334805],"study_design_scores_gemma":[0.00021600186,0.00012091223,0.0028730407,0.00004015813,0.00033089553,0.0000017151408,0.00008168081,0.5135309,0.4826492,0.00001707021,0.000041706822,0.000096691125],"about_ca_topic_score_codex":0.000048747293,"about_ca_topic_score_gemma":0.000105988845,"teacher_disagreement_score":0.48801193,"about_ca_system_score_codex":0.000011969166,"about_ca_system_score_gemma":0.0000058679434,"threshold_uncertainty_score":0.37463912},"labels":[],"label_agreement":null},{"id":"W2804936591","doi":"10.36487/acg_rep/1805_23_fisseha","title":"Assessment of self-weight consolidation of flocculated fluid fine tailings under various environmental conditions","year":2018,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Consolidation (business); Environmental science; Materials science; Business; Metallurgy","score_opus":0.007823333440224801,"score_gpt":0.24697346009782337,"score_spread":0.23915012665759858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2804936591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9838264,0.000034902077,0.0009973038,0.000120518365,0.00016839399,0.00042135725,0.00015881303,0.00004688271,0.014225415],"genre_scores_gemma":[0.99729455,0.000042417098,0.0019816915,0.00012181918,0.000050312883,0.000022949733,0.000105822655,0.0000310989,0.00034932664],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9979802,0.00009569962,0.0005770285,0.0004055973,0.00056927284,0.00037220266],"domain_scores_gemma":[0.9989744,0.0000928349,0.0003524573,0.00043749696,0.000010313445,0.00013249838],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002149964,0.00027679594,0.00037543065,0.00006926129,0.00020079728,0.000012639279,0.00023383861,0.00010248689,0.010453371],"category_scores_gemma":[0.0000149717325,0.0002461127,0.00010659485,0.00020925037,0.0009531371,0.0002680117,0.00041268385,0.00011921743,0.00053554535],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026026337,0.00066521764,0.26030165,0.000024604182,0.00021213561,0.0000042975253,0.0008963715,0.0014791575,0.7351211,0.00009673429,0.0008507444,0.0003219801],"study_design_scores_gemma":[0.0015527573,0.0006607685,0.816761,0.000041652325,0.0001973258,0.000028425304,0.0002406197,0.0048173615,0.1739432,0.00027606272,0.0010803906,0.00040039571],"about_ca_topic_score_codex":0.00022550115,"about_ca_topic_score_gemma":0.000037684436,"teacher_disagreement_score":0.5611779,"about_ca_system_score_codex":0.00034541354,"about_ca_system_score_gemma":0.000017162149,"threshold_uncertainty_score":0.9999991},"labels":[],"label_agreement":null},{"id":"W2808425688","doi":"10.36487/acg_repo/563_7","title":"Thickening of Oil Sands Composite Tailings","year":2005,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Syncrude","keywords":"Tailings; Arithmetic underflow; Oil sands; Thickening; Environmental science; Geotechnical engineering; Geology; Waste management; Materials science; Engineering; Composite material; Metallurgy","score_opus":0.004559234838369903,"score_gpt":0.17657907686213403,"score_spread":0.17201984202376414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808425688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.915123,0.0020557074,0.031128371,0.000090155634,0.00065942743,0.000052429856,0.000009783031,0.00078942673,0.050091695],"genre_scores_gemma":[0.9942041,0.000110736895,0.0045545613,0.000027609729,0.00030931743,0.0000055843366,0.0000072177604,0.000060137834,0.00072072516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898636,0.000010137203,0.00033112115,0.00015744474,0.0001857473,0.00032920128],"domain_scores_gemma":[0.9995298,0.00005883704,0.000040004976,0.0002369042,0.000037423455,0.00009706347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015729657,0.00019841168,0.00026502143,0.00012105734,0.000042732867,0.00002606923,0.00016458465,0.00008869655,0.00005071083],"category_scores_gemma":[0.000011176406,0.00020825378,0.00009061768,0.00018934956,0.000027541362,0.00013301062,0.00003349527,0.00022801179,0.000103148355],"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":[0.0000062007803,0.000012519577,0.000494905,0.00021900138,0.000052449115,0.0000030097308,0.000774269,0.8788143,0.09188457,0.00012136271,0.00025727836,0.02736013],"study_design_scores_gemma":[0.00060792477,0.000032926382,0.00024063204,0.00035472895,0.000039943825,0.000016697415,0.00008706846,0.84118587,0.12422127,0.000018466415,0.032757983,0.0004365123],"about_ca_topic_score_codex":0.000008079761,"about_ca_topic_score_gemma":0.0000041024373,"teacher_disagreement_score":0.0790811,"about_ca_system_score_codex":0.00003617841,"about_ca_system_score_gemma":0.0000074949,"threshold_uncertainty_score":0.8492343},"labels":[],"label_agreement":null},{"id":"W2809137121","doi":"10.36487/acg_rep/1063_13_belem","title":"Time-dependent failure criterion for cemented paste backfills","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":21,"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 du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Curing (chemistry); Geotechnical engineering; Materials science; Geology; Composite material","score_opus":0.0068501995715437745,"score_gpt":0.19225179834296413,"score_spread":0.18540159877142035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809137121","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9505821,0.00035901967,0.01330947,0.0011316643,0.003829044,0.0018596232,0.00013767373,0.0015697283,0.027221665],"genre_scores_gemma":[0.9832271,0.000021209402,0.0024798722,0.0001232252,0.00056505995,0.00014829662,0.00007786295,0.00011150136,0.013245878],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99865556,0.000018226961,0.0003270157,0.0002929623,0.00022252699,0.00048371303],"domain_scores_gemma":[0.999327,0.00004942389,0.00005760566,0.0003780746,0.00007827421,0.00010960049],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00022871785,0.00029137987,0.00025150776,0.00013646457,0.00011560307,0.00015110661,0.00028487263,0.0001226068,0.0010581694],"category_scores_gemma":[0.000024587214,0.00026824686,0.00011391341,0.000118576885,0.000043889235,0.00029055588,0.00009408882,0.00024824557,0.00087122835],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017722626,0.00010259897,0.00069172366,0.0011129314,0.00039563954,0.000013907982,0.0014745839,0.0058944523,0.8638377,0.00055948866,0.07472318,0.05101658],"study_design_scores_gemma":[0.0020657084,0.00023813096,0.00031075606,0.00013717214,0.00013580063,0.000010534076,0.00070325454,0.08424424,0.05997634,0.00019455423,0.85098875,0.0009947512],"about_ca_topic_score_codex":0.00000683317,"about_ca_topic_score_gemma":0.000063133426,"teacher_disagreement_score":0.8038614,"about_ca_system_score_codex":0.000024578521,"about_ca_system_score_gemma":0.000007972635,"threshold_uncertainty_score":0.999977},"labels":[],"label_agreement":null},{"id":"W2809917527","doi":"10.36487/acg_repo/963_36","title":"Performance of Composite Paste Barricades at Goldcorp Inc., Red Lake Mine, Ontario, Canada","year":2009,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Goldcorp","keywords":"Geotechnical engineering; Shotcrete; Geology; Stoping; Composite number; Rebar; Geomembrane; Parametric statistics; Degree Rankine; Deformation (meteorology); Materials science; Composite material; Mining engineering; Engineering","score_opus":0.006126119331999726,"score_gpt":0.15526599478996878,"score_spread":0.14913987545796906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809917527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9611496,0.00036529836,0.0000116788015,0.00018578289,0.00035305036,0.00019562499,0.000019807565,0.00012483326,0.03759434],"genre_scores_gemma":[0.98947436,0.0000536769,0.00035450517,0.00010870357,0.000085484484,0.000008663952,0.000041205658,0.000029543387,0.009843861],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986256,0.00001896161,0.00040958324,0.00021811624,0.00031307954,0.00041465685],"domain_scores_gemma":[0.9993884,0.000026324145,0.00009325851,0.00032373544,0.000054860713,0.00011342567],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007919825,0.00027422849,0.0003361838,0.000095787516,0.000095666466,0.00002954291,0.00028594982,0.000065134336,0.00039878552],"category_scores_gemma":[0.0000056398226,0.00025713575,0.00005651853,0.00018475132,0.000033589335,0.00018757916,0.00007888729,0.00018278025,0.00003275859],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008266908,0.00013677427,0.593913,0.0018119318,0.0006007593,0.00012854688,0.004946059,0.13821182,0.090315595,0.00012925983,0.11336466,0.05561489],"study_design_scores_gemma":[0.0016468149,0.000508979,0.39202106,0.00043532674,0.0001592649,0.000029938867,0.00020921521,0.051337063,0.030976618,0.000019937203,0.5213703,0.0012854836],"about_ca_topic_score_codex":0.082699075,"about_ca_topic_score_gemma":0.8084414,"teacher_disagreement_score":0.7257423,"about_ca_system_score_codex":0.0002168008,"about_ca_system_score_gemma":0.00005550499,"threshold_uncertainty_score":0.9999881},"labels":[],"label_agreement":null},{"id":"W2810031436","doi":"10.36487/acg_rep/1063_42_wilson","title":"Design intent to reality — commissioning of the Aguas Tenidas paste backfill plant, Spain","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Project commissioning; Quarter (Canadian coin); Mining engineering; Production (economics); Environmental science; Waste management; Engineering; Geography; Publishing; Archaeology; Political science","score_opus":0.027824985559289264,"score_gpt":0.2195658660764252,"score_spread":0.19174088051713595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810031436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85120916,0.00006719914,0.12322239,0.0009866029,0.001849228,0.0010247654,0.0001292431,0.0006419762,0.020869438],"genre_scores_gemma":[0.98011935,0.000014331536,0.019171128,0.00012234112,0.00012732488,0.000031563108,0.0000066844977,0.000053164313,0.00035411507],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988127,0.000059117236,0.00043496015,0.00021892082,0.00012524043,0.00034909695],"domain_scores_gemma":[0.99886113,0.00013493949,0.00009810935,0.0007078037,0.000040441224,0.000157566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069661194,0.0002165196,0.00029189742,0.00007298261,0.00008787324,0.000038368562,0.0004957816,0.00013370563,0.00015750832],"category_scores_gemma":[0.000086890184,0.00016788753,0.00010002621,0.00014210756,0.000047389683,0.00006916518,0.00020655195,0.0004089355,0.000043329797],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003470737,0.0002579424,0.023248164,0.00086163654,0.0004182188,0.000031352134,0.011929418,0.17367257,0.5050207,0.006305681,0.15578277,0.1221245],"study_design_scores_gemma":[0.0011988495,0.00042559116,0.013952737,0.0011412117,0.000116414725,0.00014619439,0.0011735195,0.39409456,0.33772847,0.0014087787,0.24688187,0.001731789],"about_ca_topic_score_codex":0.00009217227,"about_ca_topic_score_gemma":0.00009019977,"teacher_disagreement_score":0.22042198,"about_ca_system_score_codex":0.000044567245,"about_ca_system_score_gemma":0.000021630827,"threshold_uncertainty_score":0.6846255},"labels":[],"label_agreement":null},{"id":"W2810936250","doi":"10.36487/acg_repo/963_16","title":"Tailings Management to Optimise Water Losses","year":2009,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Vale (Canada)","funders":"","keywords":"Tailings; Dewatering; Environmental science; Context (archaeology); Waste management; Environmental engineering; Geology; Geotechnical engineering; Engineering; Materials science","score_opus":0.008598777761237191,"score_gpt":0.18961550061160368,"score_spread":0.1810167228503665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2810936250","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7484961,0.0005713671,0.0077887466,0.0019255299,0.00084364746,0.0008378292,0.000003465307,0.0013245508,0.23820874],"genre_scores_gemma":[0.9805839,0.00008350343,0.0033758513,0.0006036456,0.00016164273,0.000029478682,0.00000815252,0.00003905409,0.015114794],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99878454,0.000010442889,0.00024425949,0.00025350557,0.00020537726,0.0005018566],"domain_scores_gemma":[0.99950457,0.0000069830444,0.000014237938,0.00032460655,0.000027020937,0.00012259868],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00012477256,0.00024234666,0.00018780329,0.00017747917,0.000075956435,0.00013650907,0.00027454484,0.000044739623,0.00028298525],"category_scores_gemma":[0.0000037202838,0.00018840437,0.00006723048,0.00015038444,0.0000143527295,0.00019629943,0.00008926009,0.000100463054,0.0016153059],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027255106,0.0002004673,0.0006116034,0.0012001266,0.0005374532,0.0002925066,0.008158923,0.40425923,0.060007643,0.0030760719,0.06978689,0.4515965],"study_design_scores_gemma":[0.0012133841,0.00033080927,0.001165585,0.00026993072,0.00015221491,0.000008737597,0.0010709765,0.014023505,0.11956844,0.00096317416,0.85981536,0.001417902],"about_ca_topic_score_codex":0.0000040040136,"about_ca_topic_score_gemma":0.0000023999976,"teacher_disagreement_score":0.79002845,"about_ca_system_score_codex":0.00003766786,"about_ca_system_score_gemma":0.0000014654402,"threshold_uncertainty_score":0.9991621},"labels":[],"label_agreement":null},{"id":"W2811133909","doi":"10.36487/acg_rep/1063_37_houlihan","title":"Oil sands tailings – technology developments and regulations","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Oil sands; Environmental science; Petroleum industry; Mining engineering; Mineral resource classification; Waste management; Petroleum engineering; Geology; Engineering; Environmental engineering; Asphalt; Archaeology","score_opus":0.005091363672343571,"score_gpt":0.22007344924251943,"score_spread":0.21498208557017584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811133909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93193877,0.00015357604,0.000057435325,0.00065187924,0.000056975685,0.0000017046543,0.000005306095,0.00015758218,0.06697675],"genre_scores_gemma":[0.94068706,0.000020239875,0.0028274597,0.00003944232,0.000088778,0.000014104056,0.000017607428,0.000018213734,0.056287076],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990593,0.00000415359,0.0002184795,0.00030859868,0.00014879616,0.0002606728],"domain_scores_gemma":[0.99942994,0.000026947508,0.00010264567,0.00027253956,0.00007753133,0.00009042132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009465846,0.0001503108,0.00018671565,0.00015965238,0.00023032681,0.0000657868,0.00017434449,0.00019926285,0.00031147752],"category_scores_gemma":[0.000090902955,0.00014272043,0.00003882169,0.00028851643,0.00013112329,0.00008661862,0.00009164826,0.00031348623,0.000043068037],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007009048,0.00003367107,0.03556614,0.00008002569,0.00006165343,0.0000054607976,0.00017736503,0.0000037846387,0.74031246,0.00023274268,0.00008259116,0.2234371],"study_design_scores_gemma":[0.0030494533,0.000034295772,0.004721469,0.00044847303,0.00038230262,0.00027957177,0.0019058747,0.0053783376,0.42824188,0.0014591429,0.55250317,0.0015960311],"about_ca_topic_score_codex":0.000010444622,"about_ca_topic_score_gemma":0.0000365708,"teacher_disagreement_score":0.55242056,"about_ca_system_score_codex":0.000014273594,"about_ca_system_score_gemma":0.000053925898,"threshold_uncertainty_score":0.581997},"labels":[],"label_agreement":null},{"id":"W2881382569","doi":"10.36487/acg_repo/963_17","title":"Integrated Waste Management Strategy","year":2009,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Situated; Business; Robustness (evolution); Environmental economics; Environmental planning; Risk analysis (engineering); Computer science; Environmental science; Economics","score_opus":0.013408250372276434,"score_gpt":0.2047223580793365,"score_spread":0.19131410770706006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2881382569","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5685997,0.0003808008,0.019700648,0.00013750696,0.0004933612,0.00040273074,0.000020541862,0.0018010768,0.40846363],"genre_scores_gemma":[0.991711,0.00018862098,0.0063549094,0.00010792088,0.00010016153,0.000014906497,0.000018598523,0.00003275336,0.0014711269],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991457,0.000008954601,0.00025887485,0.00018886685,0.000069542395,0.00032806618],"domain_scores_gemma":[0.9995509,0.000007692724,0.000028425262,0.00031191757,0.00001457156,0.00008648948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010218566,0.00019411529,0.00018408748,0.00010499801,0.000036662568,0.00006687106,0.00020664057,0.00007522411,0.00019381073],"category_scores_gemma":[0.0000016003038,0.00019588083,0.000058672198,0.00013355046,0.000012324321,0.00011212277,0.000026344705,0.00015119337,0.00020347218],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004156897,0.000087929366,0.0001526451,0.00018686138,0.00019686138,0.00010806986,0.0005980952,0.08397815,0.0040469095,0.016785974,0.05703613,0.8367808],"study_design_scores_gemma":[0.0018742969,0.0007767493,0.0018018542,0.00047270366,0.00013215955,0.00007722207,0.0028202157,0.62335885,0.023555804,0.0073818094,0.33554736,0.0022009425],"about_ca_topic_score_codex":0.0000045724514,"about_ca_topic_score_gemma":0.000003981555,"teacher_disagreement_score":0.8345799,"about_ca_system_score_codex":0.00006791278,"about_ca_system_score_gemma":0.0000044080707,"threshold_uncertainty_score":0.79877883},"labels":[],"label_agreement":null},{"id":"W2883193316","doi":"10.36487/acg_rep/1063_5_fall","title":"Polymer modified paste fill for isolation of waste disposal sites","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Waste management; Isolation (microbiology); Polymer; Waste material; Waste disposal; Materials science; Environmental science; Composite material; Engineering","score_opus":0.012148238414912657,"score_gpt":0.20242609642164364,"score_spread":0.19027785800673097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883193316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9763851,0.00038076373,0.014774357,0.00019501969,0.0009508421,0.0004453422,0.00005396487,0.00023091369,0.006583686],"genre_scores_gemma":[0.9944583,0.0000127425965,0.0014591104,0.00002628352,0.00033103552,0.00005040912,0.000044683115,0.00005710862,0.0035603116],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998986,0.0000126297155,0.00033450368,0.00019493671,0.0001578982,0.00031404803],"domain_scores_gemma":[0.99942255,0.00007844058,0.00008371505,0.0002878397,0.000062658015,0.000064781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014260874,0.00021020415,0.00023714747,0.00013228873,0.000064522625,0.000047108297,0.00019287677,0.000099722616,0.00011187468],"category_scores_gemma":[0.00002948534,0.00018946438,0.0001127882,0.00013303051,0.00003769252,0.00025755996,0.0000530326,0.00015420972,0.000035434783],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019288999,0.00005152364,0.0038120565,0.0007690251,0.00018130755,0.0000012418044,0.0014474414,0.011699306,0.95659465,0.0032194557,0.003159102,0.01887202],"study_design_scores_gemma":[0.0017342024,0.0002309042,0.001199942,0.00010410025,0.0001548659,0.0000028808113,0.00057027774,0.56368405,0.41745278,0.000543377,0.013543105,0.0007795129],"about_ca_topic_score_codex":0.000015830385,"about_ca_topic_score_gemma":0.00006202926,"teacher_disagreement_score":0.5519847,"about_ca_system_score_codex":0.000011562792,"about_ca_system_score_gemma":0.000007189227,"threshold_uncertainty_score":0.77261335},"labels":[],"label_agreement":null},{"id":"W2883712767","doi":"10.36487/acg_rep/1363_06_simms","title":"Desiccation in dewatering and strength development of high-density hard rock tailings","year":2013,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","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":"Carleton University","funders":"","keywords":"Tailings; Dewatering; Geotechnical engineering; Shrinkage; Desiccation; Consolidation (business); Cohesion (chemistry); Geology; Water content; Environmental science; Materials science; Composite material; Ecology; Metallurgy","score_opus":0.010764847089310645,"score_gpt":0.16735120745691745,"score_spread":0.1565863603676068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883712767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964065,0.0001474153,0.0026767019,0.000029218332,0.000103887025,0.00018758385,4.6161514e-7,0.00008328293,0.00036497333],"genre_scores_gemma":[0.9934965,0.000029281164,0.006119918,0.000007441326,0.000022090684,0.00002626253,0.0000051941606,0.00001850909,0.000274823],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992894,0.000011640957,0.00026975092,0.0001390463,0.000100561374,0.00018963097],"domain_scores_gemma":[0.999764,0.00001609079,0.00003995416,0.00010887302,0.000032865482,0.00003818794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000107317355,0.00012747743,0.0001616378,0.00011277514,0.000035221838,0.00004169485,0.00007893736,0.00004071666,0.000044519136],"category_scores_gemma":[0.000010481335,0.00012010641,0.000013523905,0.000089944944,0.000011247164,0.00022933848,0.00007072514,0.0000715965,0.000056806806],"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":[0.000057097517,0.00008801616,0.07219166,0.0022306838,0.00019265593,0.000005488968,0.016465418,0.025907658,0.44717005,0.000299502,0.00034417168,0.4350476],"study_design_scores_gemma":[0.0009854175,0.000054520697,0.27940592,0.00035897808,0.000027830909,0.0000023895902,0.0013231887,0.053704172,0.66095996,0.00037533834,0.0021775945,0.0006246838],"about_ca_topic_score_codex":0.00016035636,"about_ca_topic_score_gemma":0.00010567247,"teacher_disagreement_score":0.4344229,"about_ca_system_score_codex":0.000033632554,"about_ca_system_score_gemma":0.000006743377,"threshold_uncertainty_score":0.4897797},"labels":[],"label_agreement":null},{"id":"W2883836297","doi":"10.36487/acg_repo/563_20","title":"Commissioning and Operation Experience with a 400 tph Paste Backfill System at Kidd Creek Mine","year":2005,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Golder Associates (Canada)","funders":"","keywords":"Tailings; Project commissioning; Key (lock); Engineering; Computer science; Mining engineering; Operating system; Publishing; Materials science; Law; Political science; Metallurgy","score_opus":0.008618466796280451,"score_gpt":0.1780323083537127,"score_spread":0.16941384155743225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883836297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9735275,0.0013354355,0.0021406556,0.00018770408,0.00016508039,0.0003175384,0.0000044424582,0.00039133997,0.021930333],"genre_scores_gemma":[0.9910419,0.000047997448,0.002046019,0.000059754715,0.00018845208,0.000058831305,0.000011436804,0.000049621878,0.0064959684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886525,0.000031028172,0.00027912477,0.0002764239,0.00021915976,0.0003290417],"domain_scores_gemma":[0.9994839,0.000029531142,0.000052461928,0.00026608835,0.00003792249,0.00013010841],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012244249,0.00023974935,0.00023356236,0.00007380819,0.00023108901,0.00019875285,0.00014504317,0.000057414105,0.00015288685],"category_scores_gemma":[0.000007482611,0.00020038744,0.000028237453,0.00010419774,0.000054936827,0.00042746533,0.000110499015,0.00011448101,0.00010382184],"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":[0.0011618184,0.0002144754,0.13550381,0.0066183703,0.00081920787,0.00022681872,0.10350829,0.42679843,0.11109163,0.0016273187,0.024402432,0.18802738],"study_design_scores_gemma":[0.003308891,0.00045150894,0.0067696986,0.001690717,0.0001412136,0.00017769929,0.013389105,0.6596636,0.020789154,0.0000039430884,0.29199937,0.0016150908],"about_ca_topic_score_codex":0.00005245295,"about_ca_topic_score_gemma":0.00028835077,"teacher_disagreement_score":0.26759693,"about_ca_system_score_codex":0.000089141926,"about_ca_system_score_gemma":0.000006219828,"threshold_uncertainty_score":0.81715626},"labels":[],"label_agreement":null},{"id":"W2884520194","doi":"10.36487/acg_rep/1363_02_lopes","title":"Paste deposition over an existing subaqueous slurry deposit of high sulphide content tailings – the Neves Corvo experience","year":2013,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Tailings; Slurry; Deposition (geology); Geology; Mining engineering; Metallurgy; Archaeology; Geography; Materials science; Environmental science; Structural basin; Environmental engineering; Geomorphology","score_opus":0.029004960370546812,"score_gpt":0.21132084192063835,"score_spread":0.18231588155009154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884520194","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939299,0.00076891587,0.0024403492,0.00010167375,0.00047634868,0.0005430735,0.0000044241274,0.00027897002,0.0014563518],"genre_scores_gemma":[0.9979432,0.000043307464,0.0008965226,0.00012720235,0.0001769431,0.00009719271,0.000013955786,0.00006066062,0.00064100575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99830186,0.00007005741,0.0005418656,0.0003035967,0.0003295208,0.00045311553],"domain_scores_gemma":[0.99905133,0.00009966351,0.00015861992,0.0004536316,0.00012809657,0.00010867678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015811012,0.00030560276,0.0003033479,0.00009029788,0.00021742441,0.00020177351,0.00039512792,0.000087521636,0.000127806],"category_scores_gemma":[0.00004272171,0.00023056238,0.00009214854,0.00019605126,0.00013438216,0.0007492907,0.00012078039,0.00020698798,0.000059210914],"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":[0.00023716467,0.00017594139,0.035176743,0.001132649,0.00037536066,0.000054150874,0.028249126,0.027542118,0.8285986,0.0021081017,0.00089717715,0.07545284],"study_design_scores_gemma":[0.002241748,0.00078500644,0.090670764,0.0009816439,0.0002836131,0.00008781926,0.020628687,0.18639427,0.6929659,0.0006556395,0.002320832,0.0019840172],"about_ca_topic_score_codex":0.0026703167,"about_ca_topic_score_gemma":0.00017802407,"teacher_disagreement_score":0.15885216,"about_ca_system_score_codex":0.000051732728,"about_ca_system_score_gemma":0.000007699188,"threshold_uncertainty_score":0.9402061},"labels":[],"label_agreement":null},{"id":"W2884693524","doi":"10.36487/acg_rep/1063_11_fall","title":"Predicting the temperature and strength development within cemented paste backfill structures","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Stiffness; Heat transfer; Thermal; Curing (chemistry); Mechanical engineering; Structural engineering; Engineering; Computer science; Materials science; Mechanics; Composite material","score_opus":0.00591181585409039,"score_gpt":0.17301764931113714,"score_spread":0.16710583345704674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884693524","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935003,0.00037139314,0.000045086705,0.00015252567,0.0010761457,0.00030723715,0.0000093455255,0.0002933549,0.004244601],"genre_scores_gemma":[0.9968914,0.000026193822,0.0015309814,0.00008503219,0.0002760132,0.00003093374,0.000018738174,0.000047066445,0.001093664],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.998828,0.000026767255,0.00031375012,0.0002501899,0.0002417628,0.00033955075],"domain_scores_gemma":[0.99947506,0.00004780201,0.00006691068,0.00028201583,0.000042782543,0.0000854386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023745364,0.00028090025,0.00017618432,0.00007588352,0.00027886062,0.00022283953,0.00024288887,0.00010100441,0.00012395933],"category_scores_gemma":[0.000034235723,0.00018395387,0.000031382737,0.00014383884,0.0000691243,0.0001809461,0.00014019456,0.0005346196,0.00001965129],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031724916,0.00013607668,0.16341065,0.0029225913,0.0024275065,0.000060129143,0.081630066,0.026953645,0.49347028,0.007481868,0.017342368,0.20384757],"study_design_scores_gemma":[0.0051442906,0.00036009456,0.13127021,0.00076629996,0.00044960325,0.00011179626,0.02290138,0.11160135,0.3125584,0.0009563017,0.41000324,0.0038770146],"about_ca_topic_score_codex":0.000012093786,"about_ca_topic_score_gemma":0.00022361765,"teacher_disagreement_score":0.39266086,"about_ca_system_score_codex":0.000015208716,"about_ca_system_score_gemma":0.000016967044,"threshold_uncertainty_score":0.7501421},"labels":[],"label_agreement":null},{"id":"W2885663559","doi":"10.36487/acg_rep/1063_8_grabinsky","title":"In situ monitoring for ground truthing paste backfill designs","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo; University of Toronto; Barrick Gold Corporation","keywords":"Geotechnical engineering; Liquefaction; Mining engineering; Rock blasting; Geology; Rock mass classification; Curing (chemistry); Pore water pressure; Materials science; Composite material","score_opus":0.029805366561430707,"score_gpt":0.23379209361391395,"score_spread":0.20398672705248325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885663559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97740215,0.00029242822,0.0057855323,0.00014121797,0.0035721872,0.00051658665,0.000006337294,0.00032497663,0.011958584],"genre_scores_gemma":[0.99267715,0.000028092234,0.004462865,0.000030089577,0.00084818224,0.00010823014,0.0000056730237,0.00007981168,0.0017599036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871135,0.000018703064,0.00032835358,0.0002628959,0.00016170819,0.00051696465],"domain_scores_gemma":[0.999424,0.00012696144,0.000047138157,0.0002803887,0.000036412726,0.00008513807],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00034253567,0.00025382155,0.0002459671,0.00018830376,0.00009578899,0.00015627124,0.00026542394,0.000118222386,0.00006154716],"category_scores_gemma":[0.0000496267,0.00025069766,0.00008491062,0.00018178813,0.000028408902,0.00054869737,0.000065528584,0.00034904547,0.00009225518],"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":[0.00014547374,0.000074569325,0.010273575,0.0012200462,0.00018079735,0.000036509333,0.0069971066,0.012835468,0.9025941,0.0020395739,0.0021477363,0.061455082],"study_design_scores_gemma":[0.007799578,0.000520249,0.019938827,0.00095397356,0.0002770797,0.0000367257,0.0066920943,0.09395896,0.48136273,0.005523178,0.37875542,0.0041812183],"about_ca_topic_score_codex":0.000028857596,"about_ca_topic_score_gemma":0.00010904614,"teacher_disagreement_score":0.42123136,"about_ca_system_score_codex":0.000041509815,"about_ca_system_score_gemma":0.000008397431,"threshold_uncertainty_score":0.9999945},"labels":[],"label_agreement":null},{"id":"W2885956637","doi":"10.36487/acg_repo/563_12","title":"High Concentration Tailings Transportation System Optimisation","year":2005,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Cooke Aquaculture (Canada)","funders":"","keywords":"Tailings; Environmental science; Computer science; Transport engineering; Engineering; Materials science; Metallurgy","score_opus":0.007405712690121684,"score_gpt":0.17185851877645805,"score_spread":0.16445280608633636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885956637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9741413,0.0004189555,0.017075593,0.00021099532,0.0006100927,0.00034135705,0.000008689467,0.0008770709,0.0063159536],"genre_scores_gemma":[0.9966607,0.000045700304,0.002231707,0.000034954057,0.00034249874,0.00003233542,0.00008964316,0.00003192599,0.00053051364],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913365,0.00001536639,0.0003030462,0.00015735517,0.00017851281,0.0002120604],"domain_scores_gemma":[0.999704,0.000014133084,0.000055523207,0.00013328748,0.000044059892,0.00004900601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011287526,0.00015429263,0.00014050411,0.000052095325,0.00006842,0.00006979868,0.00008910556,0.00006421601,0.0000958826],"category_scores_gemma":[0.000003671333,0.00015402981,0.000044552064,0.00011427212,0.000016279422,0.00043323342,0.0000035832718,0.00008552845,0.00021051028],"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":[0.000052333195,0.000022723914,0.0010546517,0.00067920785,0.0000938439,0.0000047042804,0.003233941,0.9022277,0.026063113,0.0061231833,0.0015631077,0.058881465],"study_design_scores_gemma":[0.0020615044,0.000121376404,0.0034391347,0.0003440683,0.00020108784,0.000004710471,0.0027675605,0.8102272,0.11202318,0.000064165135,0.06776711,0.0009788874],"about_ca_topic_score_codex":0.000024516052,"about_ca_topic_score_gemma":0.000032610726,"teacher_disagreement_score":0.092000514,"about_ca_system_score_codex":0.0000955422,"about_ca_system_score_gemma":0.000006204537,"threshold_uncertainty_score":0.62811536},"labels":[],"label_agreement":null},{"id":"W2885976893","doi":"10.36487/acg_repo/663_29","title":"Characterisation of Self-Weight Consolidated Paste Backfill","year":2006,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Fondation de l’Université du Québec en Abitibi-Témiscamingue; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Polycarbonate; Materials science; Composite material; Geotechnical engineering; Geology","score_opus":0.005305910848063555,"score_gpt":0.1610372176875553,"score_spread":0.15573130683949174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885976893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95538247,0.000325844,0.00061686826,0.000072520226,0.0004899746,0.00024273277,0.000022620769,0.00052215275,0.042324826],"genre_scores_gemma":[0.9971527,0.00007032572,0.0005128478,0.000025324784,0.00022316058,0.000017299632,0.000072606126,0.000043876247,0.0018818828],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989606,0.000028687356,0.00038690548,0.00017000803,0.0001780275,0.0002757707],"domain_scores_gemma":[0.9995319,0.000025836995,0.00009787297,0.00024042767,0.00006421719,0.000039704424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011279938,0.00019960145,0.00023948087,0.00013500941,0.000042662836,0.000042931868,0.0001482382,0.000074906835,0.0002641397],"category_scores_gemma":[0.0000051794646,0.00018630673,0.000065153545,0.00019582859,0.000032411725,0.0002402041,0.000042704352,0.00009998375,0.0002338573],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003665775,0.0010046607,0.1226078,0.005721659,0.0016365843,0.00008185705,0.008418469,0.027854763,0.67875904,0.007827105,0.06576742,0.07995408],"study_design_scores_gemma":[0.00318666,0.000262438,0.11327574,0.00039384665,0.00033698874,0.000017388265,0.0004940909,0.06787761,0.30853897,0.0005439923,0.50335073,0.0017215548],"about_ca_topic_score_codex":0.000030639625,"about_ca_topic_score_gemma":0.000011842672,"teacher_disagreement_score":0.4375833,"about_ca_system_score_codex":0.000030250672,"about_ca_system_score_gemma":0.000007333552,"threshold_uncertainty_score":0.7597368},"labels":[],"label_agreement":null},{"id":"W2887149332","doi":"10.36487/acg_rep/1363_42_gidley","title":"A model for technology development in oil sands tailings","year":2013,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Oil sands; Process (computing); Resource (disambiguation); Technology development; New product development; Business; Risk analysis (engineering); Engineering; Computer science; Manufacturing engineering; Marketing","score_opus":0.016831108624775708,"score_gpt":0.20116479769987305,"score_spread":0.18433368907509734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887149332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9339303,0.00012551543,0.06129272,0.00020375846,0.00009520235,0.00019558833,0.00000331177,0.00050342636,0.003650198],"genre_scores_gemma":[0.8862079,0.00004449002,0.11219489,0.00004318981,0.000023465842,0.0005435542,0.0000056160857,0.000039842133,0.0008970767],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991972,0.0000018336948,0.00027816225,0.0001654473,0.000033840905,0.0003235166],"domain_scores_gemma":[0.9997099,0.000015940184,0.000026944543,0.00017973091,0.000023762912,0.00004370619],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010247231,0.00013682792,0.00018433099,0.00019445735,0.000028637276,0.000024226445,0.0001640917,0.0001407036,0.000040548042],"category_scores_gemma":[0.000011420584,0.00014701427,0.00002913476,0.00009848959,0.000015510353,0.00008970137,0.000052629373,0.00011451036,0.00007482816],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026283979,0.000085514424,0.004599162,0.0006633171,0.000095802585,0.0000041724466,0.0043786056,0.17669179,0.020492153,0.0043683173,0.011855898,0.776739],"study_design_scores_gemma":[0.00027757746,0.000016361335,0.000032334392,0.00004678105,0.000002529426,0.0000029701514,0.00007581278,0.97879165,0.0050740247,0.0015669876,0.01391086,0.00020207737],"about_ca_topic_score_codex":0.0000071230183,"about_ca_topic_score_gemma":0.000034816298,"teacher_disagreement_score":0.8020999,"about_ca_system_score_codex":0.00008997757,"about_ca_system_score_gemma":0.000020856705,"threshold_uncertainty_score":0.5995068},"labels":[],"label_agreement":null},{"id":"W2887442882","doi":"10.36487/acg_rep/1363_11_yuan","title":"Development of success criteria for high density fluid fine tailings flocculation in the oil sand industry","year":2013,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Enhanced Oil Recovery Techniques","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Flocculation; Centrifuge; Dewatering; Tailings; Fast Fourier transform; Materials science; Lift (data mining); Process engineering; Environmental science; Geotechnical engineering; Engineering; Computer science; Environmental engineering; Metallurgy; Physics","score_opus":0.015151252502076771,"score_gpt":0.24971558359476115,"score_spread":0.23456433109268437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887442882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9880478,0.00005115285,0.010508396,0.00006335864,0.0001639669,0.00025562526,0.0000067550855,0.000109259396,0.00079372484],"genre_scores_gemma":[0.97424364,0.000006881975,0.02529877,0.000033304048,0.00006141904,0.00021476383,0.000025073821,0.000025893096,0.00009023575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990284,0.000027320742,0.00039404727,0.00015801644,0.00015917611,0.00023306749],"domain_scores_gemma":[0.99948055,0.00010940939,0.00006152696,0.00022134632,0.000094989846,0.00003220447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003054667,0.00015928346,0.00020946082,0.00009530946,0.000043246768,0.00004038183,0.00019990909,0.00018274267,0.00007989395],"category_scores_gemma":[0.000053861382,0.00013442298,0.00003428252,0.0001798284,0.000022299295,0.00023123644,0.000038292663,0.00019347093,0.000010961193],"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":[0.000048950602,0.00008336121,0.007192994,0.0009988145,0.00006797732,0.0000028771954,0.0035939256,0.0034273393,0.813363,0.00020381628,0.0029054515,0.16811147],"study_design_scores_gemma":[0.0004866789,0.000034418583,0.041045427,0.00024056232,0.000013083198,0.0000034444379,0.00015596926,0.009326901,0.9467299,0.000532165,0.001142947,0.0002885212],"about_ca_topic_score_codex":0.000082820785,"about_ca_topic_score_gemma":0.00014238697,"teacher_disagreement_score":0.16782296,"about_ca_system_score_codex":0.00006923806,"about_ca_system_score_gemma":0.000022726477,"threshold_uncertainty_score":0.548161},"labels":[],"label_agreement":null},{"id":"W2887553943","doi":"10.36487/acg_rep/1263_07_daliri","title":"Contribution of desiccation to monotonic and cyclic strength of thickened gold tailings – not the same as over-consolidation","year":2012,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","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":"Carleton University","funders":"","keywords":"Tailings; Desiccation; Consolidation (business); Shrinkage; Materials science; Composite material; Metallurgy; Business; Botany; Biology","score_opus":0.011636443900400844,"score_gpt":0.22156616182599484,"score_spread":0.209929717925594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2887553943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996414,0.0005765077,0.0012022123,0.00021106147,0.00016357895,0.0003731912,0.0000075571024,0.00005604183,0.0009958554],"genre_scores_gemma":[0.99937487,0.00010725863,0.00018052258,0.00005819461,0.00006756385,0.00002768296,0.000013838587,0.000016377855,0.00015367083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921477,0.00003820047,0.00028133247,0.00010154055,0.0001586605,0.00020548477],"domain_scores_gemma":[0.9994743,0.00010229457,0.00010794066,0.00019194375,0.000073335024,0.000050197446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035168402,0.00012281883,0.0001712891,0.00008877964,0.00003732425,0.000022923183,0.00010392956,0.00005679024,0.000022955679],"category_scores_gemma":[0.00011715071,0.00009739389,0.00003620922,0.00015841318,0.000039468236,0.0002586506,0.000049107017,0.00008120371,0.00002050465],"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":[0.00039375384,0.00012399678,0.0312256,0.00066515076,0.00033759128,3.707514e-7,0.01229489,0.009866872,0.8548317,0.02038854,0.00069981033,0.06917172],"study_design_scores_gemma":[0.0010504533,0.00021382296,0.054991543,0.00020065303,0.00019139444,0.0000025037502,0.0012033313,0.019287823,0.9134093,0.00043793427,0.0086210845,0.00039018362],"about_ca_topic_score_codex":0.00007606161,"about_ca_topic_score_gemma":0.000024356055,"teacher_disagreement_score":0.06878153,"about_ca_system_score_codex":0.000029304534,"about_ca_system_score_gemma":0.000007383522,"threshold_uncertainty_score":0.39716074},"labels":[],"label_agreement":null},{"id":"W2888370640","doi":"10.36487/acg_rep/1363_31_landriault","title":"Application of cyclone technology in paste backfill plant design","year":2013,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Golder Associates (Canada)","funders":"","keywords":"Dewatering; Cyclone (programming language); Aggregate (composite); Process (computing); Coal preparation plant; Environmental science; Tailings; Waste management; Process engineering; Engineering; Geotechnical engineering; Coal; Computer science; Materials science","score_opus":0.008508251115759605,"score_gpt":0.16717404420487955,"score_spread":0.15866579308911993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888370640","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8573324,0.0014788738,0.1267415,0.0007390473,0.00030209468,0.0016906089,0.000012936749,0.0006891319,0.011013418],"genre_scores_gemma":[0.9966435,0.00007706605,0.002736581,0.000016129328,0.00003327939,0.00019261215,0.00000845825,0.000028727502,0.00026366737],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991606,0.00001909257,0.0002991884,0.00016255384,0.00010385209,0.00025470782],"domain_scores_gemma":[0.99958515,0.000032899326,0.000057102752,0.00026320928,0.00003089435,0.00003076199],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011769988,0.00014629263,0.00020706418,0.0002841191,0.000018704757,0.000017087645,0.00020461433,0.000096208925,0.000071356975],"category_scores_gemma":[0.0000116322135,0.00013445984,0.000026259298,0.00032856755,0.000041704792,0.00014447622,0.000057499605,0.00012552466,0.00031825237],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000102752136,0.00018446705,0.04317833,0.0013358239,0.00023212639,0.000013524726,0.0019023074,0.16932535,0.43015355,0.005702412,0.006519935,0.34134942],"study_design_scores_gemma":[0.0022064422,0.000348852,0.019907454,0.0003756647,0.000069262634,0.000016072432,0.0019028569,0.74108255,0.19529997,0.007711901,0.029847318,0.0012316909],"about_ca_topic_score_codex":0.00006826326,"about_ca_topic_score_gemma":0.000016836098,"teacher_disagreement_score":0.5717572,"about_ca_system_score_codex":0.00002674144,"about_ca_system_score_gemma":0.0000042688475,"threshold_uncertainty_score":0.5483113},"labels":[],"label_agreement":null},{"id":"W2895445428","doi":"10.36487/acg_repo/663_18","title":"The Application of ‘Paste Rock’ for Cover Systems in Mine Waste Management","year":2006,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Environmental science; Geotechnical engineering; Consolidation (business); Geology; Permeability (electromagnetism); Materials science","score_opus":0.006414147963436636,"score_gpt":0.1819509692697757,"score_spread":0.17553682130633905,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2895445428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6454937,0.009943569,0.26594588,0.00040222463,0.0019446595,0.0057198633,0.000043435222,0.00045951753,0.07004718],"genre_scores_gemma":[0.99248695,0.00007708254,0.0001685809,0.000008244836,0.0001635638,0.00042226477,0.000016779462,0.000037467074,0.0066190534],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890023,0.000018508299,0.00043362312,0.00017688281,0.00014894266,0.00032183455],"domain_scores_gemma":[0.9994704,0.000066762295,0.00009267515,0.0003073318,0.000039585957,0.000023241722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024173711,0.000167371,0.00019628741,0.00011192792,0.00006402526,0.000057929792,0.00023195402,0.000044992477,0.000003015916],"category_scores_gemma":[0.0000044418657,0.00013009457,0.00006147886,0.00020204921,0.00001881026,0.00010328706,0.000056391455,0.000061037346,0.000036495396],"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":[0.00012210672,0.00005298904,0.0027566084,0.0021762212,0.00013379515,0.0000033079475,0.00023286985,0.94643384,0.0032310346,0.0141455885,0.0061736577,0.024537968],"study_design_scores_gemma":[0.0013625018,0.00006634307,0.0012649255,0.00018821335,0.00007241119,0.0000018635519,0.0011082866,0.6613801,0.002955242,0.0004391529,0.3308086,0.00035232553],"about_ca_topic_score_codex":0.00010630649,"about_ca_topic_score_gemma":0.000095124036,"teacher_disagreement_score":0.3469933,"about_ca_system_score_codex":0.00005093245,"about_ca_system_score_gemma":0.000002763118,"threshold_uncertainty_score":0.5305103},"labels":[],"label_agreement":null},{"id":"W2905988059","doi":"10.36487/acg_repo/863_21","title":"Paste and Thickened Tailings and the Impact on the Development of New Rheological Techniques","year":2008,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Tailings; Rheology; Newtonian fluid; Materials science; Non-Newtonian fluid; Process engineering; Mechanical engineering; Geotechnical engineering; Metallurgy; Mechanics; Geology; Engineering; Composite material; Physics","score_opus":0.021397657647147184,"score_gpt":0.22649305780716097,"score_spread":0.2050954001600138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905988059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9902398,0.00050003035,0.004214184,0.00030188196,0.000079702455,0.00029632976,0.0000017937792,0.00013986802,0.004226407],"genre_scores_gemma":[0.99713045,0.00016197984,0.0022705449,0.00011905902,0.0000581159,0.00002038605,0.0000014266604,0.00002207292,0.00021595338],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989675,0.00007534319,0.00032599806,0.00018590076,0.000158843,0.00028638524],"domain_scores_gemma":[0.99922127,0.00034446525,0.00007850371,0.0002351439,0.00003401081,0.00008661539],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005909682,0.00023044659,0.00031971795,0.000051836578,0.00019554718,0.00001841605,0.00018440522,0.00013983407,0.000022892418],"category_scores_gemma":[0.00010413934,0.000114616916,0.000062520085,0.000110851324,0.00026456823,0.00004352577,0.00008724274,0.00029001315,0.0000068039626],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029470406,0.0004615762,0.047210682,0.000910622,0.0024668018,0.00014093975,0.280785,0.0035916104,0.048310194,0.2932856,0.010363444,0.30952647],"study_design_scores_gemma":[0.016729547,0.0033363297,0.14884564,0.0015812117,0.00046500744,0.0020959564,0.02099888,0.244729,0.47833735,0.06684776,0.011172437,0.0048608785],"about_ca_topic_score_codex":0.00002871754,"about_ca_topic_score_gemma":0.000013917835,"teacher_disagreement_score":0.43002716,"about_ca_system_score_codex":0.000023211001,"about_ca_system_score_gemma":0.000040854946,"threshold_uncertainty_score":0.46739423},"labels":[],"label_agreement":null},{"id":"W2945024254","doi":"10.36487/acg_rep/1910_39_crawford","title":"Development of centrifugal slurry pumps in tailings disposal and comparison with positive displacement pumps","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"FLSmidth; Syncrude","keywords":"Centrifugal pump; Tailings; Slurry; Displacement (psychology); Petroleum engineering; Positive displacement meter; Environmental science; Waste management; Engineering; Mechanical engineering; Environmental engineering; Materials science; Impeller; Metallurgy","score_opus":0.0038971146683651797,"score_gpt":0.18238489868205618,"score_spread":0.178487784013691,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945024254","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96887034,0.00016136207,0.029758843,0.000046942558,0.00012229748,0.00035867834,0.000008048619,0.00008916109,0.00058431603],"genre_scores_gemma":[0.99480104,0.000009324936,0.0050370363,0.000011430792,0.00001658928,0.000021557795,0.000014206517,0.000029400533,0.00005939186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867857,0.000011563884,0.00043127383,0.0002491736,0.00024320054,0.00038620672],"domain_scores_gemma":[0.9995823,0.000054837205,0.000048907455,0.00016158156,0.000027349382,0.00012502928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015183365,0.00023061548,0.00038258478,0.00010067577,0.000025969313,0.000018963618,0.00011972031,0.00009148348,0.000040897856],"category_scores_gemma":[0.000008465534,0.00019733809,0.000031320957,0.00021874296,0.000024475683,0.000102375554,0.00009528342,0.00026425166,0.000030698233],"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":[0.00037457148,0.000303929,0.021306619,0.0012993085,0.00023025453,0.000025206125,0.0034149443,0.8381535,0.10449136,0.001309529,0.000017765788,0.02907305],"study_design_scores_gemma":[0.006764308,0.0007559353,0.04566735,0.0022023187,0.00009476854,0.000033106455,0.0021544287,0.7660326,0.16199604,0.00009032349,0.012244998,0.0019638527],"about_ca_topic_score_codex":0.0000250714,"about_ca_topic_score_gemma":0.00005680952,"teacher_disagreement_score":0.07212088,"about_ca_system_score_codex":0.00006705315,"about_ca_system_score_gemma":0.000018941155,"threshold_uncertainty_score":0.80472136},"labels":[],"label_agreement":null},{"id":"W2945181660","doi":"10.36487/acg_rep/1910_33_liu","title":"Required strength evaluation model and its application for vertically exposed backfill: inspired by Mitchell’s physical model tests","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Polytechnique Montréal; University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Computer science; Geotechnical engineering; Engineering","score_opus":0.025314876252873948,"score_gpt":0.24070989844415264,"score_spread":0.21539502219127868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945181660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9715389,0.00036659298,0.02340807,0.00011747193,0.000075089956,0.0015241068,0.000037133548,0.0002324356,0.00270017],"genre_scores_gemma":[0.99758846,0.000028793142,0.00093162345,0.00004828432,0.00006331936,0.0003383089,0.000097139666,0.000060334034,0.0008437128],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987954,0.000019097044,0.00025365234,0.00033913893,0.00029464168,0.00029808594],"domain_scores_gemma":[0.99943006,0.00005536708,0.000052419913,0.0002622895,0.00011677173,0.00008310763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002015404,0.00022565614,0.00022926678,0.000059583093,0.00005462397,0.00005283044,0.0001487934,0.000084864856,0.000008031443],"category_scores_gemma":[0.00003719057,0.00021810559,0.000056000103,0.00009628962,0.00001774622,0.00035436318,0.00005000167,0.000089120935,0.00006721733],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008698107,0.000060543847,0.000082721555,0.0003033853,0.00005435503,5.7150253e-8,0.0006790825,0.4739924,0.49510404,0.0006718733,0.0006683284,0.028296208],"study_design_scores_gemma":[0.0011792642,0.00007648261,0.000049439248,0.000032298925,0.000079548445,1.5858353e-7,0.00004943245,0.97671497,0.020149777,0.0010592623,0.00034311195,0.00026623407],"about_ca_topic_score_codex":0.0000015560307,"about_ca_topic_score_gemma":0.000003591136,"teacher_disagreement_score":0.50272256,"about_ca_system_score_codex":0.0000587447,"about_ca_system_score_gemma":0.00002262128,"threshold_uncertainty_score":0.88940877},"labels":[],"label_agreement":null},{"id":"W2945387100","doi":"10.36487/acg_rep/1910_18_shang","title":"Electrokinetic dewatering of mine tailings from hydrometallurgical processes","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Tailings; Dewatering; Electrokinetic phenomena; Hydrometallurgy; Mining engineering; Environmental science; Metallurgy; Materials science; Geology; Geotechnical engineering; Nanotechnology; Copper","score_opus":0.0032111497617115375,"score_gpt":0.17500752346420323,"score_spread":0.17179637370249168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945387100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9906703,0.0009297076,0.0030395614,0.000038441252,0.00014952983,0.00029072003,0.000007971272,0.00052643503,0.0043473113],"genre_scores_gemma":[0.99667096,0.00017900845,0.0025649609,0.000016939422,0.00010612895,0.00004257113,0.000034199566,0.00007055774,0.00031465752],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99852616,0.000021545085,0.0004509812,0.00027518743,0.00032537364,0.0004007309],"domain_scores_gemma":[0.9992361,0.00015626899,0.00008868124,0.00033194062,0.00010144678,0.00008554299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000106397725,0.00024871688,0.00039577534,0.00017937167,0.000014791678,0.000024799583,0.00027440712,0.00012235792,0.00043791835],"category_scores_gemma":[0.00006767583,0.00024223342,0.00007028559,0.00042538333,0.000033918906,0.00012697936,0.0000482858,0.00019163091,0.00014900608],"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":[0.000020477113,0.00003270688,0.0031700958,0.00039138395,0.000082519284,0.000004006834,0.00022787893,0.0024353368,0.9910952,0.000048843147,0.00009858433,0.002392954],"study_design_scores_gemma":[0.00043873233,0.00018938733,0.0014508306,0.00012273995,0.00003533094,0.000009685965,0.000026454985,0.015005758,0.9796982,0.00036743766,0.002359208,0.0002962617],"about_ca_topic_score_codex":0.000042159965,"about_ca_topic_score_gemma":0.0000091055945,"teacher_disagreement_score":0.012570421,"about_ca_system_score_codex":0.000049282007,"about_ca_system_score_gemma":0.000027906968,"threshold_uncertainty_score":0.9877992},"labels":[],"label_agreement":null},{"id":"W2945491918","doi":"10.36487/acg_rep/1910_27_brown","title":"One year of paste operations at Jabal Sayid, Saudi Arabia","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Barrick Gold (Canada)","funders":"","keywords":"Tailings; Dewatering; Work (physics); Engineering; Mining engineering; Civil engineering; Environmental science; Geotechnical engineering; Mechanical engineering; Materials science; Metallurgy","score_opus":0.012266993594612464,"score_gpt":0.18548877136185357,"score_spread":0.1732217777672411,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945491918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93335587,0.00043167843,0.00040125052,0.00013105852,0.0005442253,0.00032462648,0.000020478927,0.00017725755,0.06461358],"genre_scores_gemma":[0.9839634,0.00007635357,0.0007399371,0.000039603266,0.00012225297,0.000016265813,0.000020676713,0.00004428774,0.014977266],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99900246,0.000022029786,0.00029167,0.0001919496,0.00021671622,0.00027519307],"domain_scores_gemma":[0.9994841,0.00002501534,0.000035934834,0.00034801895,0.00004758232,0.00005932215],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00011386955,0.00016680904,0.00024935798,0.00009732159,0.000052011805,0.000040639134,0.00018859256,0.0000651094,0.0010917896],"category_scores_gemma":[0.000011941679,0.00016758993,0.00007952306,0.00015816241,0.000032952794,0.00019279067,0.00011988619,0.00011733312,0.0021115153],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036002207,0.0003119095,0.10168985,0.0035179283,0.0013450966,0.00001089032,0.00781049,0.37281102,0.44146588,0.009154155,0.020842671,0.040680055],"study_design_scores_gemma":[0.009844403,0.0014552294,0.1049807,0.0017984681,0.00067438354,0.000016690248,0.0043609757,0.22362892,0.22036892,0.00057844305,0.42786846,0.004424413],"about_ca_topic_score_codex":0.000027225782,"about_ca_topic_score_gemma":0.00007606775,"teacher_disagreement_score":0.40702578,"about_ca_system_score_codex":0.00004600763,"about_ca_system_score_gemma":0.000008358117,"threshold_uncertainty_score":0.99982136},"labels":[],"label_agreement":null},{"id":"W2945529581","doi":"10.36487/acg_rep/1910_19_torres_lopez","title":"The effect of preconditioning of tailings prior to inline flocculation and deposition","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BASF (Canada)","funders":"BASF Corporation","keywords":"Tailings; Flocculation; Deposition (geology); Environmental science; Waste management; Materials science; Environmental engineering; Metallurgy; Geology; Engineering","score_opus":0.0034697993150592872,"score_gpt":0.22249031583260262,"score_spread":0.21902051651754334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945529581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964345,0.00004132712,0.0013750967,0.00012547694,0.000074672535,0.0003987856,0.0000032301311,0.000010444781,0.0015364725],"genre_scores_gemma":[0.9992584,0.0000038511603,0.00039542333,0.000021755975,0.000013828133,0.000011731054,0.000005791412,0.0000052629493,0.00028395883],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99929506,0.000054245167,0.00023266807,0.00013937181,0.0001890398,0.000089609406],"domain_scores_gemma":[0.999501,0.00019181553,0.00012875602,0.00013032448,0.000016893016,0.000031240466],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002699124,0.000074034106,0.0001303734,0.000029263985,0.00010576332,0.000013001758,0.000050240425,0.000025625604,0.00014464458],"category_scores_gemma":[0.000050638424,0.000053253174,0.000032806543,0.00015569554,0.000060744245,0.00010969714,0.00009459455,0.000034627865,0.00006500881],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013889979,0.000012047596,0.8576463,0.000052848216,0.000024308716,8.1651116e-8,0.0009980798,0.026916828,0.06857773,0.000105630395,0.00008024437,0.045447],"study_design_scores_gemma":[0.00048330947,0.00021903595,0.9636469,0.000041103183,0.00001945883,0.0000017508673,0.0000987315,0.012898258,0.022049455,0.00003845192,0.00042704685,0.000076499775],"about_ca_topic_score_codex":0.000038196653,"about_ca_topic_score_gemma":0.000038605165,"teacher_disagreement_score":0.106000595,"about_ca_system_score_codex":0.000022518227,"about_ca_system_score_gemma":0.0000020296877,"threshold_uncertainty_score":0.21716015},"labels":[],"label_agreement":null},{"id":"W2946236972","doi":"10.36487/acg_rep/1910_0.01_corriveau","title":"Canada’s Oil Sands Innovation Alliance: leading innovation in oil sands tailings","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Global Energy and Sustainability Research","field":"Energy","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Canada’s Oil Sands Innovation Alliance","funders":"","keywords":"Tailings; Oil sands; Alliance; Petroleum engineering; Business; Environmental science; Geology; Materials science; Metallurgy; Asphalt; Geography; Archaeology","score_opus":0.014738335527458034,"score_gpt":0.2642137576355644,"score_spread":0.24947542210810633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2946236972","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87389994,0.00010626487,0.000025116406,0.0020889132,0.0004228318,0.000071220056,0.000007850926,0.00005728882,0.123320565],"genre_scores_gemma":[0.9402017,0.00003586858,0.000099201054,0.0007867452,0.00012889148,0.00004272763,0.00014648134,0.00003715872,0.058521207],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99680686,0.00014061906,0.00088875723,0.0005789397,0.000742947,0.00084189675],"domain_scores_gemma":[0.998248,0.00012445809,0.00020401222,0.00052125065,0.00082264026,0.00007967676],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010737602,0.00029111424,0.0004000421,0.00044692724,0.00014100561,0.00009564625,0.00036519568,0.00023655343,0.0005112985],"category_scores_gemma":[0.00064633973,0.00030039513,0.000043584634,0.003917162,0.000067537876,0.00039460126,0.00014038396,0.0004994883,0.00011598134],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000698198,0.00023149415,0.08621686,0.0012308805,0.000117031705,0.00010061591,0.0013714664,0.061661717,0.040610753,0.36125264,0.0053658616,0.44114247],"study_design_scores_gemma":[0.0054452624,0.00029733975,0.01767623,0.00056308974,0.00002176792,0.000024437028,0.0039675343,0.015024123,0.011298203,0.0075460114,0.9366001,0.0015358904],"about_ca_topic_score_codex":0.34117928,"about_ca_topic_score_gemma":0.4126909,"teacher_disagreement_score":0.93123424,"about_ca_system_score_codex":0.001041393,"about_ca_system_score_gemma":0.0015303135,"threshold_uncertainty_score":0.9999448},"labels":[],"label_agreement":null},{"id":"W3199636278","doi":"10.36487/acg_repo/2115_31","title":"Paste backfill continuous pour: Red Lake operations case study","year":2021,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"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 du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Consolidation (business); Cementitious; Geotechnical engineering; Cement; Shrinkage; Materials science; Engineering; Composite material; Metallurgy","score_opus":0.017730469479453198,"score_gpt":0.21722702903734328,"score_spread":0.19949655955789009,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199636278","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97249454,0.0005945042,0.0010564809,0.00042676012,0.00078338635,0.0005078545,0.000037571255,0.00049221463,0.023606692],"genre_scores_gemma":[0.9838882,0.000029070756,0.0007319082,0.00007768016,0.0002565466,0.00007097302,0.00003659495,0.000065351705,0.014843671],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986465,0.000088594825,0.00037627993,0.0003194214,0.00019847136,0.00037075876],"domain_scores_gemma":[0.9992123,0.00004464566,0.000028471357,0.00047160493,0.0001367769,0.000106172534],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00014925828,0.00026052608,0.0003002607,0.00009400289,0.00018356771,0.00023605143,0.00015575535,0.000061544146,0.00091458816],"category_scores_gemma":[0.000045300552,0.00025161981,0.000085903936,0.0002760016,0.00002386686,0.00024219684,0.00013546532,0.0002022285,0.0003433069],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021846127,0.0029387325,0.08539133,0.0018367411,0.004815936,0.09946541,0.061995376,0.36239088,0.03964935,0.0012314055,0.11683092,0.22323547],"study_design_scores_gemma":[0.011411124,0.0010116847,0.0063751703,0.00045113024,0.0012247033,0.0060921395,0.16521473,0.19789353,0.017851481,0.00014775342,0.5880645,0.004262073],"about_ca_topic_score_codex":0.0000677816,"about_ca_topic_score_gemma":0.0041624685,"teacher_disagreement_score":0.47123355,"about_ca_system_score_codex":0.000027618631,"about_ca_system_score_gemma":0.000024417715,"threshold_uncertainty_score":0.9999987},"labels":[],"label_agreement":null},{"id":"W3200099436","doi":"10.36487/acg_repo/2115_05","title":"Assessing oil sands tailings consolidation using a modified benchtop filter press","year":2021,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Enhanced Oil Recovery Techniques","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":"Northern Alberta Institute of Technology","funders":"","keywords":"Tailings; Consolidation (business); Oil sands; Petroleum engineering; Geotechnical engineering; Environmental science; Geology; Filter press; Filter (signal processing); Mining engineering; Engineering; Materials science; Metallurgy; Business; Composite material; Asphalt; Electrical engineering","score_opus":0.03966937394312624,"score_gpt":0.2834687298050862,"score_spread":0.24379935586195994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200099436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8136471,0.00081190857,0.12440685,0.000029577792,0.00064597506,0.00008987679,0.000021447458,0.00084931625,0.05949797],"genre_scores_gemma":[0.9761463,0.00013007726,0.022457905,0.00006721164,0.00018237253,0.000033382803,0.00005525522,0.00007968441,0.0008478264],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99856037,0.00006046462,0.0003852576,0.00033361494,0.00025555593,0.00040471807],"domain_scores_gemma":[0.9991669,0.00011275711,0.00008083952,0.00038807077,0.00015833578,0.00009311624],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017035782,0.00025779504,0.00029702627,0.00009589825,0.000092475355,0.00031936052,0.00014889883,0.00016936248,0.00016069556],"category_scores_gemma":[0.00007653214,0.00029370122,0.00008648087,0.00022745952,0.0000352118,0.0007845504,0.00008528035,0.0002762482,0.000016599983],"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":[0.000011381193,0.00004352968,0.00020950113,0.0004924666,0.00010431409,0.0000675064,0.0005915687,0.07999702,0.8634578,0.00026879992,0.00087011233,0.05388598],"study_design_scores_gemma":[0.00034525458,0.000014442703,0.000087498425,0.0003676081,0.000050063543,0.000052137817,0.00017690829,0.25136495,0.74333274,0.00019457344,0.0035822035,0.00043158873],"about_ca_topic_score_codex":0.000027737506,"about_ca_topic_score_gemma":0.000013275324,"teacher_disagreement_score":0.17136793,"about_ca_system_score_codex":0.00011374796,"about_ca_system_score_gemma":0.00005355422,"threshold_uncertainty_score":0.99995154},"labels":[],"label_agreement":null},{"id":"W3201558639","doi":"10.36487/acg_repo/2115_34","title":"Paste backfill thermal contraction: Red Lake operations case study","year":2021,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Contraction (grammar); Thermal; Materials science; Geotechnical engineering; Environmental science; Geology; Meteorology; Physics","score_opus":0.01944481631469575,"score_gpt":0.220548428331065,"score_spread":0.20110361201636925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201558639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9679831,0.00047248608,0.0006341575,0.00038970727,0.0010551196,0.00044049154,0.00001950255,0.00039494023,0.028610466],"genre_scores_gemma":[0.9916916,0.00002329785,0.00026368027,0.000071552124,0.00035384548,0.00007325889,0.000024532666,0.00004964699,0.007448608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988427,0.00008431418,0.00032131086,0.0002651101,0.00018578122,0.00030073966],"domain_scores_gemma":[0.9993468,0.000041415555,0.000026303022,0.00038640434,0.00011295319,0.00008615132],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013247192,0.00022019481,0.00022678766,0.00006879233,0.00021347663,0.00021509972,0.000111982416,0.000058585123,0.001258975],"category_scores_gemma":[0.000025527755,0.0002076706,0.00007353885,0.00022857009,0.000022208753,0.0003523142,0.000077082404,0.00021216372,0.0002495958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023919574,0.0017930589,0.033535987,0.0008880671,0.0034393824,0.046409894,0.033448253,0.6442832,0.05761212,0.00071428897,0.020251106,0.15738548],"study_design_scores_gemma":[0.011211775,0.0009758306,0.014366517,0.00031317308,0.0012039179,0.005809801,0.11913822,0.23663238,0.025994163,0.00005439708,0.58051604,0.003783765],"about_ca_topic_score_codex":0.000048898404,"about_ca_topic_score_gemma":0.0029384398,"teacher_disagreement_score":0.56026495,"about_ca_system_score_codex":0.000026394413,"about_ca_system_score_gemma":0.000019398229,"threshold_uncertainty_score":0.999654},"labels":[],"label_agreement":null},{"id":"W4367154821","doi":"10.36487/acg_repo/2355_38","title":"Assessment on consolidation behaviours of treated fluid fine tailings using applied suction method","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance","keywords":"Tailings; Consolidation (business); Suction; Geotechnical engineering; Geology; Environmental science; Petroleum engineering; Materials science; Engineering; Metallurgy; Mechanical engineering; Business","score_opus":0.032801259638073406,"score_gpt":0.2823638254061068,"score_spread":0.24956256576803343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.981457,0.000024729567,0.011378546,0.00003936113,0.00031025466,0.0003277535,0.000012206569,0.00048945,0.0059606964],"genre_scores_gemma":[0.9960997,0.000017476794,0.0031378963,0.000009628805,0.00007093365,0.000027448144,0.00009522054,0.00004565245,0.0004960179],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898785,0.00003677076,0.00031025996,0.0002047923,0.00022219792,0.00023814621],"domain_scores_gemma":[0.99956524,0.000056780966,0.000082955856,0.00020685188,0.00004835359,0.00003982023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032230327,0.00018144689,0.00023288518,0.0002911839,0.00006751855,0.00003607572,0.000097036886,0.00006158156,0.00005763067],"category_scores_gemma":[0.000011078757,0.00017754248,0.000056346435,0.00046445042,0.000023543173,0.00010803602,0.00003845682,0.000115688636,0.000044302546],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005747373,0.000038980874,0.0017914383,0.00022125887,0.00011738316,0.0000051518805,0.00041122705,0.39190692,0.57464015,0.0007616839,0.0004688951,0.029579448],"study_design_scores_gemma":[0.0011137724,0.00017455686,0.012148442,0.00017070278,0.00023719537,0.0000033771767,0.0005831231,0.566834,0.4169118,0.000115373216,0.0012065459,0.00050111325],"about_ca_topic_score_codex":0.000058402373,"about_ca_topic_score_gemma":0.000007946658,"teacher_disagreement_score":0.17492706,"about_ca_system_score_codex":0.00007128895,"about_ca_system_score_gemma":0.000009819264,"threshold_uncertainty_score":0.72399724},"labels":[],"label_agreement":null},{"id":"W4367154841","doi":"10.36487/acg_repo/2355_12","title":"Pressure instrument slack flow detection – three methods to determine flow status of a paste reticulation system","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Water Systems and Optimization","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":"Banff Centre; University of Alberta; Geomechanica (Canada)","funders":"","keywords":"Flow (mathematics); Computer science; Flow measurement; Mechanics; Physics","score_opus":0.020229851668691276,"score_gpt":0.24155032755925854,"score_spread":0.22132047589056725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154841","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21236505,0.00018692108,0.78173786,0.000031800308,0.002308273,0.001118499,0.00007846309,0.00083302986,0.0013401206],"genre_scores_gemma":[0.9588007,0.000014260161,0.040291145,0.0000048111137,0.00022743379,0.00014310033,0.00004688553,0.00008121391,0.0003904578],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99805343,0.0001351307,0.0006407287,0.0003267432,0.00033398872,0.0005099778],"domain_scores_gemma":[0.9990536,0.000059172562,0.000119008546,0.0004492786,0.00013532369,0.00018364146],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044942854,0.000274572,0.0004075437,0.00032573627,0.000075295604,0.00006406071,0.00013457557,0.00015404426,0.000020153486],"category_scores_gemma":[0.000041829157,0.0002634025,0.000099285804,0.0007544747,0.000014517244,0.00020504768,0.000081987266,0.00011744514,0.00009082988],"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":[0.000031803407,0.0000070724764,0.000595958,0.00096582423,0.0000949825,0.0000038665466,0.0010144352,0.9194499,0.011869532,0.000017111635,0.000236776,0.06571268],"study_design_scores_gemma":[0.00047231914,0.00011297653,0.003951328,0.00031451808,0.00007650187,0.000010491503,0.00019972824,0.9654496,0.024695922,0.000010676087,0.0044520576,0.000253888],"about_ca_topic_score_codex":0.00008240335,"about_ca_topic_score_gemma":0.00031605802,"teacher_disagreement_score":0.74643564,"about_ca_system_score_codex":0.00013973562,"about_ca_system_score_gemma":0.00001544426,"threshold_uncertainty_score":0.9999818},"labels":[],"label_agreement":null},{"id":"W4367154856","doi":"10.36487/acg_repo/2355_16","title":"Backfilling in the permafrost: predicting pressure loss and temperature distribution along the paste backfill pipeline system","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); Agnico Eagle (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Permafrost; Pipeline (software); Geotechnical engineering; Geology; Materials science; Petroleum engineering; Environmental science; Engineering; Mechanical engineering","score_opus":0.004941869000671479,"score_gpt":0.18416844065286825,"score_spread":0.17922657165219677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98739314,0.0029841834,0.0038109862,0.0010340121,0.0010642963,0.000766595,0.0007082119,0.0013802135,0.0008583526],"genre_scores_gemma":[0.9988763,0.00012949521,0.000030892596,0.000032675925,0.0004166953,0.00006368915,0.00022559795,0.000050928593,0.00017373155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998243,0.00010804554,0.00042276952,0.000317255,0.0003515428,0.0005574413],"domain_scores_gemma":[0.9990442,0.00033300446,0.000050128554,0.0004462041,0.000044949116,0.0000815163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006661639,0.00032674943,0.0002838872,0.00007596038,0.00027310557,0.00021468716,0.0003623848,0.00022070129,0.0000074787285],"category_scores_gemma":[0.00008813306,0.00020365849,0.00008261392,0.00067866873,0.000068683854,0.00014470893,0.000093847775,0.0007984031,0.000016596388],"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":[0.00001880177,0.00001101841,0.0038429091,0.001054189,0.00008234449,0.0000675338,0.0018573727,0.98440826,0.0025197007,0.0014738769,0.0032062414,0.0014577688],"study_design_scores_gemma":[0.00072904443,0.000041773645,0.072565645,0.0006442386,0.00010614753,0.00028309698,0.004165532,0.9052064,0.00030688828,0.00009153366,0.01535194,0.00050780654],"about_ca_topic_score_codex":0.000050350784,"about_ca_topic_score_gemma":0.00006198744,"teacher_disagreement_score":0.07920189,"about_ca_system_score_codex":0.000045880093,"about_ca_system_score_gemma":0.000010999959,"threshold_uncertainty_score":0.83049524},"labels":[],"label_agreement":null},{"id":"W4367154861","doi":"10.36487/acg_repo/2355_64","title":"Critical timelines and pathways: addressing environmental, social, governance and permitting","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Evaluation and Performance Assessment","field":"Decision Sciences","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Timeline; Corporate governance; Computer science; Process management; Business; Geography","score_opus":0.29895359989882603,"score_gpt":0.4759279073333971,"score_spread":0.1769743074345711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914365,0.00066675013,0.00016247956,0.004020748,0.0002448367,0.00011948131,0.00004787936,0.00005794002,0.0032434128],"genre_scores_gemma":[0.9973509,0.00024796335,0.00042800748,0.0004493562,0.00023053076,0.000014715177,0.0000065440377,0.000011998711,0.0012600302],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9975643,0.00016261979,0.0004511835,0.0004421822,0.0010795953,0.00030012312],"domain_scores_gemma":[0.99851036,0.0009825198,0.00014324332,0.00019516578,0.000055523476,0.00011316738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020047263,0.00014672962,0.00022701657,0.00008568669,0.00054528355,0.00042465716,0.00017769667,0.000064801294,0.00068963814],"category_scores_gemma":[0.00079402735,0.00011791738,0.000044023524,0.0002883359,0.00023598778,0.0005485189,0.00026242246,0.00013217397,0.0005022228],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003025215,0.0000589331,0.080286585,0.000055244946,0.000019166937,0.000024054776,0.007117194,0.0000615592,0.011040629,0.0025270917,0.010452567,0.8883267],"study_design_scores_gemma":[0.0011829642,0.00018271331,0.7286583,0.00019547198,0.00005053088,0.000055550903,0.023874763,0.15856399,0.0012338748,0.0076942607,0.0775629,0.00074464706],"about_ca_topic_score_codex":0.000003971415,"about_ca_topic_score_gemma":0.0000053914396,"teacher_disagreement_score":0.88758206,"about_ca_system_score_codex":0.000024850362,"about_ca_system_score_gemma":0.000041033934,"threshold_uncertainty_score":0.7551054},"labels":[],"label_agreement":null},{"id":"W4367154866","doi":"10.36487/acg_repo/2355_04","title":"Study of the reduction of resistance over time in specimens tested by uniaxial compressive strength for paste filling","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Materials Engineering and Processing","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Compressive strength; Materials science; Reduction (mathematics); Composite material; Mathematics; Geometry","score_opus":0.009970434190160719,"score_gpt":0.2169278006378694,"score_spread":0.20695736644770868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981499,0.0001242057,0.00018013362,0.0000148718045,0.000540989,0.0004196881,0.00012964969,0.0001175142,0.00032308706],"genre_scores_gemma":[0.99897397,0.000008824906,0.0001659344,0.0000010888177,0.00011486522,0.00003662299,0.000020127765,0.00004141062,0.00063715293],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99895656,0.000053769538,0.00041593303,0.00016916687,0.00017892405,0.00022564249],"domain_scores_gemma":[0.99942034,0.0001471324,0.00011751867,0.00023917986,0.000048567705,0.000027261989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023902512,0.00015633192,0.0002969119,0.000108562985,0.000042469404,0.00001781834,0.00016275828,0.000058967868,0.000020726864],"category_scores_gemma":[0.00004880891,0.00013693204,0.000040740226,0.00046040665,0.000024157072,0.00007319498,0.000039447335,0.00009808645,0.0000030382143],"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":[0.00014913415,0.00008615863,0.00039715643,0.0009202134,0.00008589368,0.0000021182818,0.004378202,0.39900696,0.59075487,0.000016313106,0.0037490271,0.00045393355],"study_design_scores_gemma":[0.008473862,0.00046395432,0.025149439,0.0030708625,0.00019709398,0.000006987917,0.00578413,0.35365975,0.5972131,0.00019087746,0.004564851,0.0012250883],"about_ca_topic_score_codex":0.000015173354,"about_ca_topic_score_gemma":0.000016340202,"teacher_disagreement_score":0.04534723,"about_ca_system_score_codex":0.000039617116,"about_ca_system_score_gemma":0.000013216961,"threshold_uncertainty_score":0.55839264},"labels":[],"label_agreement":null},{"id":"W4367154867","doi":"10.36487/acg_repo/2355_53","title":"Evaluating the dry stacking performance of commingled waste rock and filtered tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Stacking; Geology; Mining engineering; Geochemistry; Environmental science; Materials science; Metallurgy; Chemistry","score_opus":0.04770060560592791,"score_gpt":0.2599864559773926,"score_spread":0.2122858503714647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99666816,0.0005239358,0.00014073931,0.00008962096,0.00027068693,0.00023769715,0.0000032214216,0.0002651413,0.0018008065],"genre_scores_gemma":[0.99789464,0.0001402147,0.00023080627,0.000018176037,0.000104018894,0.000026140311,0.000007159205,0.00004024414,0.0015386115],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988953,0.000040855033,0.0003201688,0.00016813891,0.00025636042,0.00031916503],"domain_scores_gemma":[0.99941623,0.00014260494,0.00008265211,0.0002714175,0.000050040242,0.000037054448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056770875,0.00017584366,0.0002082526,0.000118442804,0.0001708561,0.00006845066,0.00022656789,0.000041273175,0.000034550703],"category_scores_gemma":[0.000055477925,0.0001330272,0.000045899735,0.0003269473,0.000037816182,0.00019303393,0.00019324753,0.0001660092,0.00005483066],"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":[0.00023377141,0.000027871456,0.06773282,0.0040967115,0.00042423818,0.000008571142,0.01944033,0.5597033,0.16278109,0.00015586651,0.0015448305,0.18385063],"study_design_scores_gemma":[0.00042692796,0.0001621506,0.0034256391,0.00024379916,0.00004413412,9.736837e-7,0.00184601,0.9773364,0.015239316,0.000033255194,0.0010362923,0.00020511975],"about_ca_topic_score_codex":0.000010758838,"about_ca_topic_score_gemma":0.0000065702266,"teacher_disagreement_score":0.41763312,"about_ca_system_score_codex":0.000015623778,"about_ca_system_score_gemma":0.0000074158015,"threshold_uncertainty_score":0.5424692},"labels":[],"label_agreement":null},{"id":"W4367154870","doi":"10.36487/acg_repo/2355_48","title":"Estimating rheological properties of liquefied tailings for dam break simulation using site-specific parameters and laboratory testing","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Rheology; Geotechnical engineering; Petroleum engineering; Environmental science; Geology; Materials science; Composite material; Metallurgy","score_opus":0.07998485171347652,"score_gpt":0.24851099272147717,"score_spread":0.16852614100800065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894584,0.0005095246,0.008756134,0.000023234748,0.00020989781,0.00042705826,0.000009326622,0.0004891738,0.00011729685],"genre_scores_gemma":[0.9733395,0.00001146899,0.026402995,0.000014284474,0.0000867418,0.00003154604,0.0000070904603,0.000045505352,0.000060849292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989166,0.00003102734,0.0003719133,0.00023690508,0.0001385714,0.0003049647],"domain_scores_gemma":[0.99928355,0.0002989652,0.00010016577,0.00014699431,0.00012320581,0.000047118312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036166297,0.00019500969,0.00026175843,0.00015486024,0.00012782775,0.00007809345,0.000092668815,0.000081866696,0.000004192454],"category_scores_gemma":[0.00032309396,0.00017225863,0.00004116929,0.00036166265,0.000081741855,0.00019980462,0.00008091764,0.000107032625,0.000008075714],"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":[0.00003802196,0.0000061754918,0.0018682841,0.0006773339,0.000024478079,0.0000015858234,0.0008414848,0.85518277,0.13595252,0.000027969127,0.000030392333,0.0053490093],"study_design_scores_gemma":[0.0002829232,0.00006964829,0.00028568512,0.00027236465,0.000027743961,8.7200823e-7,0.00032744702,0.985503,0.012675876,0.000069696594,0.00027274,0.00021198117],"about_ca_topic_score_codex":0.00001311073,"about_ca_topic_score_gemma":0.0000021711992,"teacher_disagreement_score":0.13032027,"about_ca_system_score_codex":0.00002619871,"about_ca_system_score_gemma":0.000010052765,"threshold_uncertainty_score":0.7024503},"labels":[],"label_agreement":null},{"id":"W4367154871","doi":"10.36487/acg_repo/2355_23","title":"Evaluation of automatic polymer dosing control to optimise the performance of belt presses","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Belt Conveyor Systems Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Dosing; Computer science; Control (management); Automotive engineering; Engineering; Chemistry; Artificial intelligence","score_opus":0.018058006922619097,"score_gpt":0.23439349369917026,"score_spread":0.21633548677655115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940151,0.0011035926,0.0024904497,0.000048240112,0.0005388031,0.0006419288,0.0000142203335,0.0002893446,0.00085834373],"genre_scores_gemma":[0.99950886,0.000013713295,0.00014083255,0.000007158139,0.00007339014,0.00013035588,0.0000040436908,0.00004923748,0.00007238922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984093,0.00008391217,0.00045449674,0.00013379025,0.00064411777,0.00027440212],"domain_scores_gemma":[0.9991125,0.00016023421,0.00008394974,0.00040828832,0.00017724455,0.000057788566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012175302,0.00016748127,0.00028555887,0.0001894175,0.00003838192,0.000018141283,0.00023653789,0.000053431773,0.000057272806],"category_scores_gemma":[0.00008745101,0.00013949689,0.00006100642,0.0005636124,0.00002277675,0.00013041537,0.000041061525,0.00009325957,0.00006659503],"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":[0.0000042825836,0.000005978387,0.00066161866,0.0005822849,0.00011872623,3.8912117e-7,0.0008721577,0.8671358,0.10653535,0.000012460392,0.00011288381,0.023958037],"study_design_scores_gemma":[0.00047568575,0.000034849923,0.00725895,0.00038046896,0.00012553419,0.0000035306334,0.0001151375,0.9073845,0.08402394,0.0000015280496,0.00006943031,0.00012640914],"about_ca_topic_score_codex":0.000016409977,"about_ca_topic_score_gemma":0.0000036765116,"teacher_disagreement_score":0.04024871,"about_ca_system_score_codex":0.00004787349,"about_ca_system_score_gemma":0.000030609266,"threshold_uncertainty_score":0.56885177},"labels":[],"label_agreement":null},{"id":"W4367154881","doi":"10.36487/acg_repo/2355_63","title":"The new norm for gold miners and how change in mine waste management could help","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; University of Alberta; Geomechanica (Canada)","funders":"Heriot-Watt University","keywords":"Norm (philosophy); Waste management; Environmental science; Computer science; Business; Mining engineering; Engineering; Political science; Law","score_opus":0.03227779920597791,"score_gpt":0.2355565463215583,"score_spread":0.20327874711558042,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154881","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9668026,0.001951023,0.0027412197,0.011664734,0.0014329584,0.0024418759,0.00007701646,0.0010367145,0.011851889],"genre_scores_gemma":[0.94872195,0.0052093295,0.0064408877,0.00031592435,0.0008883778,0.0009589622,0.000060859853,0.00017843016,0.037225302],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992322,0.000005337201,0.0001494652,0.00017965761,0.000060268972,0.00037311294],"domain_scores_gemma":[0.9995893,0.000066570006,0.000029714683,0.00023172323,0.00000791447,0.00007478015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023599899,0.00015385526,0.0001596904,0.00011722327,0.00003288104,0.00007671617,0.00016069868,0.000061672254,0.000004186893],"category_scores_gemma":[0.00000754318,0.00013407783,0.00004048694,0.00016904314,0.000017744174,0.00008938433,0.000097132826,0.00007921124,0.00001689661],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000078552395,0.000017582188,0.0023515534,0.0009245665,0.00018051032,0.00003559131,0.0027091175,0.003613523,0.0010063705,0.0038225674,0.5608574,0.42440268],"study_design_scores_gemma":[0.0012189142,0.00012116535,0.0010614729,0.00018211798,0.000034283967,0.0000063758216,0.0018296588,0.30498788,0.00076034176,0.00039777972,0.68893,0.00047006214],"about_ca_topic_score_codex":0.00002939771,"about_ca_topic_score_gemma":0.00034196404,"teacher_disagreement_score":0.4239326,"about_ca_system_score_codex":0.000045160898,"about_ca_system_score_gemma":0.0000032222333,"threshold_uncertainty_score":0.5467535},"labels":[],"label_agreement":null},{"id":"W4367154902","doi":"10.36487/acg_repo/2355_55","title":"A case study on the commingling of tailings and waste rock at a Brownfields open cast mine in Ghana","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Mining engineering; Open-pit mining; Geology; Waste management; Metallurgy; Engineering; Materials science","score_opus":0.05711705970696414,"score_gpt":0.26320518702302625,"score_spread":0.20608812731606213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972504,0.000041536892,0.000057075624,0.00009200991,0.0000850203,0.00053864485,0.00000908151,0.000096730284,0.0018295305],"genre_scores_gemma":[0.99939084,0.000012166052,0.00019833341,0.000026450984,0.000034173452,0.00006566624,0.0000023787634,0.000036094283,0.00023389081],"study_design_codex":"qualitative","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991202,0.00002856143,0.00033476402,0.00020205056,0.00006923196,0.00024518822],"domain_scores_gemma":[0.9993463,0.00018297606,0.00005740311,0.00035067555,0.000011527328,0.000051073443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043169883,0.00015887652,0.00027655254,0.00013491594,0.0000795359,0.000052987707,0.00025620838,0.000064420405,0.000026351134],"category_scores_gemma":[0.000031968877,0.00013473084,0.00003090084,0.0002321388,0.0000151299655,0.00007087585,0.00035083143,0.00018405436,0.000015513002],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085780997,0.0011814744,0.27940267,0.002169231,0.0011953514,0.015484193,0.3708788,0.25141686,0.021836102,0.0017184832,0.02098842,0.03287061],"study_design_scores_gemma":[0.0027741184,0.0011780653,0.0012027405,0.00058885297,0.00007749999,0.0010291468,0.14094204,0.83733547,0.012920123,0.00007082512,0.0009907581,0.00089035387],"about_ca_topic_score_codex":0.0005628895,"about_ca_topic_score_gemma":0.0011502414,"teacher_disagreement_score":0.5859186,"about_ca_system_score_codex":0.000035117446,"about_ca_system_score_gemma":0.0000065494824,"threshold_uncertainty_score":0.5494164},"labels":[],"label_agreement":null},{"id":"W4367154909","doi":"10.36487/acg_repo/2355_01","title":"Fruta del Norte paste plant – case study","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Cooperative Studies and Economics","field":"Business, Management and Accounting","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Geology","score_opus":0.042614641345098944,"score_gpt":0.2366200667886544,"score_spread":0.19400542544355548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.984239,0.000057228914,0.00003982093,0.0006761225,0.0010835085,0.0005797562,0.00003427556,0.00027227012,0.013018026],"genre_scores_gemma":[0.995174,0.00001786642,0.000019314886,0.00074586977,0.0017229281,0.00008138664,0.000048832324,0.00005473236,0.0021350912],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.9983004,0.000015285363,0.00043013055,0.0005140693,0.00017514711,0.0005649748],"domain_scores_gemma":[0.9992152,0.00006857685,0.00017209025,0.00039468112,0.00011955382,0.00002989132],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00035536825,0.00031212647,0.0003833632,0.00026448708,0.00062985823,0.00038513774,0.0002348286,0.00004707752,0.00030928839],"category_scores_gemma":[0.000047166526,0.00028175398,0.00010630425,0.0006456724,0.00004408701,0.0005926191,0.0007178863,0.0001623393,0.0037495692],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024127837,0.0008518285,0.7707142,0.0004748522,0.0010509903,0.016437365,0.005717514,0.004092143,0.0002057223,0.0035183167,0.1615346,0.035161167],"study_design_scores_gemma":[0.006410701,0.00028467484,0.08182789,0.00014238426,0.0005683024,0.0006698607,0.15054141,0.102125786,0.000021033182,0.00038004192,0.6545214,0.0025065178],"about_ca_topic_score_codex":0.0016027669,"about_ca_topic_score_gemma":0.0054158415,"teacher_disagreement_score":0.68888634,"about_ca_system_score_codex":0.0000341925,"about_ca_system_score_gemma":0.000015360483,"threshold_uncertainty_score":0.99996346},"labels":[],"label_agreement":null},{"id":"W4367154913","doi":"10.36487/acg_repo/2355_59","title":"Large-scale thickened tailings delivery and distribution system upgrade and optimisation","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Upgrade; Tailings; Computer science; Scale (ratio); Environmental science; Operating system; Materials science; Metallurgy","score_opus":0.00882378695792164,"score_gpt":0.1818397801200944,"score_spread":0.17301599316217278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154913","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933216,0.0008169316,0.0033686862,0.00017241458,0.0002581456,0.0002112459,0.00003414793,0.0008181878,0.0009986437],"genre_scores_gemma":[0.998649,0.00036253466,0.00015859753,0.000015559403,0.000089933026,0.000024582201,0.00011312176,0.000026036516,0.00056060875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999192,0.000023229146,0.00018253716,0.00019456432,0.00014307606,0.00026457076],"domain_scores_gemma":[0.99971735,0.00003435242,0.000032283388,0.0001243654,0.000027125303,0.00006452538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025865904,0.00014843019,0.00015061988,0.0000794878,0.00013725397,0.000112988666,0.0000669041,0.00007372797,0.0000065016466],"category_scores_gemma":[0.000012686233,0.000141786,0.000026422289,0.00019650176,0.000029494873,0.00021683318,0.00008794351,0.000097965276,0.000060073693],"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":[0.0009919992,0.00025279055,0.12555824,0.039015457,0.0021613792,0.00031285585,0.088395,0.23482001,0.1806235,0.02658993,0.07274447,0.22853437],"study_design_scores_gemma":[0.0011455194,0.00008135439,0.010386331,0.00034032465,0.00011618209,0.000014224859,0.009869128,0.9421313,0.005250198,0.00012774672,0.029964343,0.0005733896],"about_ca_topic_score_codex":0.000013014447,"about_ca_topic_score_gemma":0.000012812934,"teacher_disagreement_score":0.7073113,"about_ca_system_score_codex":0.00003643108,"about_ca_system_score_gemma":0.000003607765,"threshold_uncertainty_score":0.5781866},"labels":[],"label_agreement":null},{"id":"W4367154918","doi":"10.36487/acg_repo/2355_66","title":"Handling dewatered tailings: the three root causes of poor material discharge and bin hang-ups","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Hang; Tailings; Bin; Environmental science; Waste management; Metallurgy; Engineering; Materials science; Structural engineering; Mechanical engineering","score_opus":0.017349700779194076,"score_gpt":0.20023988580592814,"score_spread":0.18289018502673407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99709564,0.00046734247,0.00024004045,0.0002675867,0.0007218989,0.00027196598,0.000032973978,0.00034352645,0.00055902795],"genre_scores_gemma":[0.9986665,0.00009390768,0.00007054277,0.000016497901,0.00021811727,0.00003545054,0.000019916877,0.000050506394,0.00082851667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989907,0.000024067394,0.0002837895,0.00018607713,0.00017086609,0.00034446566],"domain_scores_gemma":[0.9995959,0.00005363642,0.000055096327,0.00022269326,0.000026925636,0.000045786783],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002588283,0.00019946152,0.00023335277,0.0001249785,0.00012330714,0.00012872096,0.00020312225,0.00005608336,0.00008049209],"category_scores_gemma":[0.000027915443,0.0001341012,0.000052277293,0.00021798431,0.00007316139,0.00016445943,0.00017310519,0.00009488192,0.000088437],"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":[0.0004932542,0.00006763846,0.06253791,0.003944242,0.0010746164,0.000052188476,0.013376304,0.018713968,0.8633082,0.0013527795,0.006956817,0.028122103],"study_design_scores_gemma":[0.0032199107,0.00039791368,0.031323858,0.001067128,0.00047173546,0.000020602163,0.005245034,0.12596887,0.78513986,0.0019640333,0.043333758,0.0018472775],"about_ca_topic_score_codex":0.000077506,"about_ca_topic_score_gemma":0.00027359932,"teacher_disagreement_score":0.1072549,"about_ca_system_score_codex":0.000010524195,"about_ca_system_score_gemma":0.000005633793,"threshold_uncertainty_score":0.5468488},"labels":[],"label_agreement":null},{"id":"W4367154920","doi":"10.36487/acg_repo/2355_14","title":"Arctic backfilling: challenges and lessons-learned","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Arctic and Russian Policy Studies","field":"Social Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Banff Centre; Geomechanica (Canada); Agnico Eagle (Canada); University of Alberta","funders":"","keywords":"Arctic; Computer science; The arctic; Geology; Oceanography","score_opus":0.1718099492459874,"score_gpt":0.38285400394838953,"score_spread":0.21104405470240215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154920","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08003152,0.00767846,0.000032175965,0.42001054,0.0008156558,0.00043209494,0.000014447778,0.0006516873,0.49033344],"genre_scores_gemma":[0.9544909,0.029377919,0.00010026847,0.0002278955,0.0005231226,0.000022078113,0.0000015616506,0.00001955965,0.015236668],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.998489,0.00018213899,0.0001628696,0.0003199055,0.0003013354,0.00054474326],"domain_scores_gemma":[0.99918824,0.00034605397,0.000067546855,0.00017226177,0.000047248544,0.0001786336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066120934,0.00014020214,0.0002159104,0.00010636892,0.00079166144,0.00004758068,0.00016540584,0.00009259589,0.00008074194],"category_scores_gemma":[0.00033769335,0.0001222262,0.00005952814,0.00027583228,0.00046265416,0.00011399467,0.00015437989,0.00013962033,0.0005815905],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041739335,0.000059299935,0.0049345237,0.00026480504,0.00020320035,0.00004722861,0.2385405,0.00001257184,0.000060935552,0.40040243,0.011208159,0.3442246],"study_design_scores_gemma":[0.00066367985,0.00008469304,0.07027342,0.00016913417,0.000059986225,0.0000046099867,0.119939275,0.000100728146,0.000022775725,0.050210938,0.7579681,0.0005026539],"about_ca_topic_score_codex":0.00062272523,"about_ca_topic_score_gemma":0.0010756765,"teacher_disagreement_score":0.8744594,"about_ca_system_score_codex":0.000035123823,"about_ca_system_score_gemma":0.00005541146,"threshold_uncertainty_score":0.7475363},"labels":[],"label_agreement":null},{"id":"W4367154922","doi":"10.36487/acg_repo/2355_46","title":"Is the implementation of dry stacking for tailings storage increasing? A Southern African perspective","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Stacking; Tailings; Perspective (graphical); Environmental science; Computer science; Materials science; Metallurgy; Chemistry; Artificial intelligence","score_opus":0.01830290744090552,"score_gpt":0.2571843259248626,"score_spread":0.2388814184839571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938969,0.00026705084,0.0019775056,0.0005168129,0.00020364753,0.0005962368,0.00008897682,0.0002980063,0.0021548767],"genre_scores_gemma":[0.99877137,0.000021341308,0.00023950565,0.000042967113,0.00012473177,0.00007843762,0.000012619478,0.0000488499,0.00066018564],"study_design_codex":"qualitative","study_design_gemma":"qualitative","domain_scores_codex":[0.99910283,0.000035253175,0.00022973963,0.00016910218,0.00018176904,0.00028129446],"domain_scores_gemma":[0.9994727,0.00012709215,0.00008513274,0.00019050631,0.00009549075,0.000029116049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000446768,0.00014700886,0.00015940075,0.00013835318,0.00012390828,0.00005734776,0.00017990595,0.000032023378,0.000074554926],"category_scores_gemma":[0.000034647022,0.00011495154,0.00009670026,0.00033393904,0.000042071162,0.00011425674,0.000066818924,0.00008541392,0.000045166424],"study_design_candidate":"qualitative","study_design_consensus":"qualitative","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005596117,0.00007075962,0.04405146,0.002246154,0.0019123664,0.0000111121035,0.7462074,0.021454914,0.077768035,0.005862836,0.008653466,0.09120185],"study_design_scores_gemma":[0.001815906,0.0002706656,0.006517607,0.00017261409,0.0002744518,0.0000012025383,0.8561806,0.08161395,0.023444375,0.0025645338,0.026420206,0.0007238542],"about_ca_topic_score_codex":0.0005654418,"about_ca_topic_score_gemma":0.00014372097,"teacher_disagreement_score":0.1099732,"about_ca_system_score_codex":0.0000646146,"about_ca_system_score_gemma":0.000014294076,"threshold_uncertainty_score":0.46875876},"labels":[],"label_agreement":null},{"id":"W4367154932","doi":"10.36487/acg_repo/2355_52","title":"Large strain shearing behaviour of untreated and polymer treated clayey silt slurry specimens","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Soil Stabilization","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Minerals Research Institute of Western Australia","keywords":"Shearing (physics); Slurry; Silt; Materials science; Geotechnical engineering; Polymer; Composite material; Geology; Geomorphology","score_opus":0.008822332085910352,"score_gpt":0.2037048410182536,"score_spread":0.19488250893234324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154932","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99590284,0.00021428194,0.00051215314,0.00003216111,0.00011971326,0.00014254538,0.00011906216,0.00090310053,0.0020541633],"genre_scores_gemma":[0.99923646,0.00005635471,0.000031019033,0.0000047829853,0.000039251965,0.000012895697,0.000086285756,0.00005795717,0.0004750164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989242,0.000020219437,0.00029761557,0.00021056473,0.0001633274,0.00038408872],"domain_scores_gemma":[0.99954015,0.00005204496,0.00002929853,0.00023150266,0.0000308346,0.00011614744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014017087,0.00020126232,0.00025978519,0.00014691768,0.000053178523,0.00002224038,0.000084060885,0.00014343813,0.00008752758],"category_scores_gemma":[0.000025713609,0.00020577661,0.000054646924,0.0005626871,0.000028705992,0.00006568233,0.00005005395,0.00016769099,0.000033495893],"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":[0.000046347588,0.00016296191,0.0378239,0.0007042632,0.00026821523,0.000088329274,0.0027339659,0.61058754,0.33431935,0.0020256585,0.00051694515,0.010722503],"study_design_scores_gemma":[0.0021685832,0.00021390454,0.2793422,0.00028019855,0.00015081713,0.000022072878,0.0008568104,0.6777713,0.037149332,0.00008132847,0.0010903899,0.00087309873],"about_ca_topic_score_codex":0.000047451096,"about_ca_topic_score_gemma":0.00002650569,"teacher_disagreement_score":0.29717,"about_ca_system_score_codex":0.00003068034,"about_ca_system_score_gemma":0.000006879602,"threshold_uncertainty_score":0.83913267},"labels":[],"label_agreement":null},{"id":"W4367154939","doi":"10.36487/acg_repo/2355_08","title":"An alternative to NaOH in the alkali-activation of ground granulated blast furnace slag in the formulation of cemented paste backfills","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ground granulated blast-furnace slag; Slag (welding); Blast furnace; Alkali metal; Metallurgy; Materials science; Waste management; Cement; Chemistry; Engineering","score_opus":0.016904536694754373,"score_gpt":0.24225021018100784,"score_spread":0.22534567348625348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9628893,0.000010805469,0.03573671,0.00030762193,0.00010596838,0.00056444196,0.000018661163,0.000078226214,0.0002882558],"genre_scores_gemma":[0.999621,0.00001082591,0.00014201354,0.000050519535,0.000043573436,0.00005497877,0.000043936405,0.000022544049,0.000010626536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99860644,0.00008555717,0.0004946938,0.0001742154,0.00034961945,0.00028947974],"domain_scores_gemma":[0.9992992,0.00021587312,0.00007424217,0.00030974453,0.000060946866,0.0000399919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005850425,0.00017012103,0.00023331276,0.00026589353,0.000025837284,0.000020628951,0.00035379396,0.00008021812,0.000017096136],"category_scores_gemma":[0.000058921967,0.00012012165,0.000052199914,0.0018175076,0.000014906086,0.00020822324,0.000042307776,0.00022908054,0.000015055731],"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":[0.000031511474,0.0000499934,0.00008864621,0.00008347252,0.00001810569,0.0000031358793,0.00268115,0.885833,0.106815234,0.0007729231,0.00003228692,0.0035904876],"study_design_scores_gemma":[0.0012500564,0.00039036982,0.025357448,0.00038568338,0.000020008127,0.0000037467123,0.0031710914,0.9381697,0.02856673,0.0014260869,0.0009272695,0.00033177025],"about_ca_topic_score_codex":0.00022823471,"about_ca_topic_score_gemma":0.00013404067,"teacher_disagreement_score":0.0782485,"about_ca_system_score_codex":0.000040225434,"about_ca_system_score_gemma":0.0000048113284,"threshold_uncertainty_score":0.48984188},"labels":[],"label_agreement":null},{"id":"W4367154964","doi":"10.36487/acg_repo/2355_0.2","title":"Evaluation of commingled tailings and waste rock as an integrated approach to mine waste management: outcomes of a pre-pilot trial","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; University of Alberta; Geomechanica (Canada)","funders":"","keywords":"Tailings; Waste management; Environmental science; Mining engineering; Geology; Engineering; Materials science; Metallurgy","score_opus":0.048331029504336834,"score_gpt":0.26610068492817085,"score_spread":0.21776965542383403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9884419,0.00014321839,0.00084814755,0.00005252426,0.000315744,0.001742461,0.00001243481,0.00024297963,0.008200635],"genre_scores_gemma":[0.9965868,0.000027004093,0.0008633986,0.000013819454,0.00007941663,0.00019374446,0.00006168668,0.000059426322,0.0021146897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978195,0.0001300704,0.0006333085,0.00033767914,0.00074931886,0.00033013534],"domain_scores_gemma":[0.9990573,0.000060157046,0.0001418141,0.0004232282,0.00021353691,0.00010398154],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001528079,0.00029697572,0.0005060892,0.000531085,0.00005622071,0.000053996388,0.0003009015,0.00006591016,0.000030509278],"category_scores_gemma":[0.000117810414,0.0002592378,0.000075174794,0.0007301872,0.00002863714,0.00024971916,0.00015593518,0.00011858005,0.00002818871],"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":[0.018391525,0.00106909,0.0050692335,0.006200454,0.003860888,0.000010647286,0.027525472,0.6914966,0.033990458,0.0015095935,0.0029644526,0.20791158],"study_design_scores_gemma":[0.03080985,0.00226586,0.0022598119,0.0004041983,0.0012087538,0.0000020765417,0.015850509,0.9238698,0.020483496,0.0003620692,0.0016464804,0.0008371168],"about_ca_topic_score_codex":0.00007726441,"about_ca_topic_score_gemma":0.00003166975,"teacher_disagreement_score":0.23237318,"about_ca_system_score_codex":0.000042309308,"about_ca_system_score_gemma":0.000014977396,"threshold_uncertainty_score":0.999986},"labels":[],"label_agreement":null},{"id":"W4367154982","doi":"10.36487/acg_repo/2355_26","title":"Improved slurry dewatering via process water conditioning: equipment sizing and tailings storage implications","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Dewatering; Tailings; Sizing; Slurry; Conditioning; Waste management; Process (computing); Process engineering; Environmental science; Materials science; Engineering; Computer science; Metallurgy; Environmental engineering; Chemistry; Geotechnical engineering","score_opus":0.013894775377370171,"score_gpt":0.21839920273864452,"score_spread":0.20450442736127436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99207443,0.0002002071,0.004143795,0.00035590117,0.00029171907,0.00036340946,0.00000774416,0.0010439771,0.0015188392],"genre_scores_gemma":[0.9981669,0.00004208479,0.00018087358,0.0000485397,0.000113478345,0.00018511839,0.000069483875,0.00006537268,0.0011281471],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99879926,0.000013468143,0.0002820522,0.00028506192,0.00012248776,0.00049768254],"domain_scores_gemma":[0.999588,0.000024776853,0.000035494875,0.00021096943,0.000046673,0.000094085175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019756914,0.00022409688,0.00018540793,0.00017456891,0.000274275,0.00017993375,0.00015604192,0.00006175841,0.00006340124],"category_scores_gemma":[0.0000099859135,0.00018854409,0.000039705817,0.0001889512,0.00004429058,0.0003542879,0.00015203311,0.00013911109,0.00014763385],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022229106,0.000018368155,0.0016700105,0.0012019661,0.00016219505,0.000012414157,0.008156326,0.023359565,0.95142174,0.000121582656,0.00031104853,0.013542537],"study_design_scores_gemma":[0.0018932209,0.00023315893,0.0045018047,0.00040599518,0.00020785572,0.000035433965,0.004932598,0.48205712,0.47394246,0.002495983,0.027273951,0.0020204247],"about_ca_topic_score_codex":0.000013709519,"about_ca_topic_score_gemma":0.000008324716,"teacher_disagreement_score":0.4774793,"about_ca_system_score_codex":0.00004190519,"about_ca_system_score_gemma":0.0000057100924,"threshold_uncertainty_score":0.76886046},"labels":[],"label_agreement":null},{"id":"W4367154983","doi":"10.36487/acg_repo/2355_20","title":"Design of a reliable pressure measurement method for paste backfill pipelines","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Underground Structures","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Pipeline transport; Pressure measurement; Geotechnical engineering; Computer science; Petroleum engineering; Materials science; Geology; Engineering; Mechanical engineering","score_opus":0.034082143361605165,"score_gpt":0.24688242816017525,"score_spread":0.21280028479857008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154983","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00061428326,0.0010080247,0.9952845,0.0001299399,0.0006802199,0.00061302894,0.000042667976,0.0009468781,0.00068045],"genre_scores_gemma":[0.84805155,0.00015881326,0.14878708,0.000039178198,0.00035031093,0.0003367371,0.000027141039,0.00019124795,0.0020579235],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982943,0.000041186533,0.00045593723,0.00029074607,0.00040977844,0.0005080607],"domain_scores_gemma":[0.99899536,0.0002280325,0.00006151885,0.00041215896,0.00019110239,0.00011184249],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000817694,0.00028977334,0.0004270753,0.00017642831,0.00006165807,0.000031736272,0.000267202,0.0001732887,0.000030726314],"category_scores_gemma":[0.00016743544,0.00026532903,0.00014086514,0.00044556917,0.000021741458,0.000080531725,0.000049033082,0.00018305724,0.000023732782],"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":[0.000029303366,0.000009747436,0.00000570536,0.00063617935,0.000139344,0.0000014348396,0.000099455916,0.94266653,0.042299893,0.00027530806,0.0101198135,0.003717279],"study_design_scores_gemma":[0.0006908374,0.0001218004,0.0001660279,0.00015975302,0.00012127841,0.0000064924675,0.000071355644,0.9280112,0.017672615,0.0016238177,0.05099911,0.0003557267],"about_ca_topic_score_codex":0.00001925761,"about_ca_topic_score_gemma":0.0000037315508,"teacher_disagreement_score":0.84743726,"about_ca_system_score_codex":0.00003366383,"about_ca_system_score_gemma":0.000026187838,"threshold_uncertainty_score":0.9999799},"labels":[],"label_agreement":null},{"id":"W4367154986","doi":"10.36487/acg_repo/2355_36","title":"Consolidation and unsaturated properties of in-line flocculated fluid fine tailings and centrifuged tailings from oil sands mines","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Minerals Flotation and Separation Techniques","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance","keywords":"Tailings; Oil sands; Consolidation (business); Geology; Geotechnical engineering; Mining engineering; Environmental science; Waste management; Petroleum engineering; Materials science; Metallurgy; Engineering; Composite material; Asphalt","score_opus":0.019151679033646382,"score_gpt":0.23695894275841456,"score_spread":0.21780726372476816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99865335,0.00018022646,0.000034853638,0.00045519,0.00004417832,0.00015799399,0.000015259935,0.000106676795,0.00035228956],"genre_scores_gemma":[0.99727076,0.00018389252,0.00031306656,0.0000877677,0.000017958397,0.000019112356,0.00011661051,0.000012570684,0.0019782842],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988871,0.00006024014,0.00039655413,0.00029033842,0.00019171325,0.0001740303],"domain_scores_gemma":[0.9996043,0.0000490165,0.00011833149,0.00012778408,0.000033885797,0.00006668938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020476789,0.00014842907,0.00022407474,0.00011115617,0.00006113808,0.000035469824,0.000072024915,0.00008321573,0.00025542066],"category_scores_gemma":[0.00011338335,0.00012604373,0.000020345158,0.00047288276,0.00015992326,0.00021438488,0.00006939473,0.000069441805,0.000029394276],"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":[0.000088653396,0.000025008021,0.017973682,0.000031565574,0.000008604501,0.0000030799722,0.0015924285,0.00034727406,0.9753887,0.0000134219335,0.0007000357,0.003827546],"study_design_scores_gemma":[0.0016894038,0.0001188224,0.027523136,0.00018326275,0.000025630083,0.000004814326,0.0005267283,0.11590474,0.85073817,0.00012492063,0.0028173649,0.00034303722],"about_ca_topic_score_codex":0.00080064125,"about_ca_topic_score_gemma":0.0006686878,"teacher_disagreement_score":0.12465056,"about_ca_system_score_codex":0.000020219106,"about_ca_system_score_gemma":0.000009249966,"threshold_uncertainty_score":0.5139914},"labels":[],"label_agreement":null},{"id":"W4367154988","doi":"10.36487/acg_repo/2355_28","title":"Selection and operation of Metso Outotec second generation paste thickener at the New Afton Mine","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Selection (genetic algorithm); Computer science; Process engineering; Engineering; Artificial intelligence","score_opus":0.019465158300112348,"score_gpt":0.21290098637356908,"score_spread":0.19343582807345672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924756,0.00020723302,0.0051666903,0.0003426861,0.00027310365,0.00020595342,0.000015778409,0.00021317482,0.0010997627],"genre_scores_gemma":[0.9931371,0.00019532787,0.001587923,0.00005157675,0.0003345117,0.00002648345,0.00007351802,0.00003995736,0.0045536086],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992766,0.000025635063,0.00026856695,0.00017660094,0.00007925299,0.00017335718],"domain_scores_gemma":[0.9996568,0.000033204557,0.000054950044,0.00018122257,0.000024630957,0.000049202765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028246926,0.00013606712,0.00015928569,0.00009023565,0.00009436737,0.000060582614,0.000072437484,0.00009902315,0.00026689208],"category_scores_gemma":[0.000011607242,0.000113781025,0.000038039147,0.00012872028,0.000018019668,0.00017851713,0.00005763727,0.00010310621,0.000055715387],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003768666,0.000014617766,0.0014156868,0.00021488914,0.00015940306,0.000002167663,0.0039357888,0.2469539,0.604305,0.0006872872,0.091839574,0.050433982],"study_design_scores_gemma":[0.00034516116,0.00009319879,0.0014688373,0.00002592454,0.00003418652,0.000018794271,0.00012569787,0.76470846,0.19274686,0.00011118787,0.040089738,0.00023192543],"about_ca_topic_score_codex":0.000043863496,"about_ca_topic_score_gemma":0.0008615214,"teacher_disagreement_score":0.51775455,"about_ca_system_score_codex":0.000055076314,"about_ca_system_score_gemma":0.000013790867,"threshold_uncertainty_score":0.46398553},"labels":[],"label_agreement":null},{"id":"W4367154990","doi":"10.36487/acg_repo/2355_29","title":"Technical and economic assessment of dry stack tailings alternatives for an iron ore project: a case study","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Stack (abstract data type); Iron ore; Mining engineering; Engineering; Computer science; Metallurgy; Materials science","score_opus":0.04532305931131834,"score_gpt":0.3426652803000573,"score_spread":0.2973422209887389,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367154990","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956154,0.00001854081,0.0023662664,0.00000926918,0.00013269746,0.00092369283,0.000072098526,0.0003670263,0.00049499667],"genre_scores_gemma":[0.989452,0.000044428976,0.010054397,0.000004047738,0.00008401847,0.00023472539,0.000012908582,0.00005027954,0.00006317385],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991139,0.000017230013,0.00033397664,0.00026438158,0.000045697972,0.0002247993],"domain_scores_gemma":[0.9995132,0.000075934724,0.00006625909,0.00026536558,0.000021629154,0.000057586618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003724833,0.00015896128,0.00027266543,0.00015114395,0.00004713734,0.0000399834,0.00012584089,0.000062646504,0.000008313942],"category_scores_gemma":[0.0000104346145,0.00016455655,0.00004252367,0.00006179957,0.000032519692,0.00014676979,0.00009670103,0.00010498426,0.0000026971213],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046830747,0.0020416891,0.5043818,0.0062298,0.0013290326,0.0013961605,0.058350842,0.156674,0.043731187,0.0065935543,0.014041932,0.20476173],"study_design_scores_gemma":[0.0014140422,0.0019086876,0.0033914193,0.00006927311,0.0000704913,0.00009663402,0.0125188995,0.97670746,0.0014022065,0.00023506786,0.0016705386,0.00051527703],"about_ca_topic_score_codex":0.00019615078,"about_ca_topic_score_gemma":0.00037312479,"teacher_disagreement_score":0.82003343,"about_ca_system_score_codex":0.00007973772,"about_ca_system_score_gemma":0.00002768202,"threshold_uncertainty_score":0.6710421},"labels":[],"label_agreement":null},{"id":"W4367155005","doi":"10.36487/acg_repo/2355_31","title":"Tailings dewatering with the EKS-DT process","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Innotech Alberta; Alberta Innovates; Sustainable Development Technology Canada; Suncor Energy Incorporated; Natural Resources Canada; Canadian Natural Resources Limited","keywords":"Tailings; Dewatering; Process (computing); Environmental science; Process engineering; Computer science; Metallurgy; Materials science; Engineering; Geotechnical engineering","score_opus":0.010391763384527176,"score_gpt":0.18857396646063124,"score_spread":0.17818220307610405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98266506,0.00019408543,0.0005960934,0.0005939908,0.00024231889,0.00024924212,0.0000019805314,0.0011772645,0.014279989],"genre_scores_gemma":[0.9946408,0.000038434147,0.00006436731,0.00006312665,0.00015102561,0.00007757586,0.0000064237065,0.00006172084,0.004896497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99907434,0.000012104396,0.00014111925,0.00017748761,0.00020791162,0.00038705516],"domain_scores_gemma":[0.9996356,0.00002874558,0.000027578097,0.0002300235,0.000032922944,0.000045140005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017494799,0.00018457221,0.00013626298,0.00009136847,0.00013978321,0.00013144757,0.0002721482,0.000035792615,0.00005168765],"category_scores_gemma":[0.000008030458,0.0001125922,0.000034024477,0.0004302944,0.000044785764,0.00019465454,0.0000721216,0.00014599797,0.00049032166],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029306186,0.00005183309,0.017149732,0.004589155,0.00093318534,0.00021896597,0.03995778,0.76083153,0.055234876,0.0008484637,0.025915727,0.09397567],"study_design_scores_gemma":[0.0025059795,0.00042308148,0.007437312,0.0009327991,0.0003140844,0.00004655856,0.022746405,0.32593566,0.12306007,0.0007790919,0.5130618,0.002757149],"about_ca_topic_score_codex":0.000010526844,"about_ca_topic_score_gemma":0.000027036329,"teacher_disagreement_score":0.48714608,"about_ca_system_score_codex":0.000015519676,"about_ca_system_score_gemma":0.0000067449682,"threshold_uncertainty_score":0.63022566},"labels":[],"label_agreement":null},{"id":"W4367155024","doi":"10.36487/acg_repo/2355_0.3","title":"The Tailings Management Partnership Agreement, a unique industry collaboration to achieve safer tailings facilities","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; SAFER; General partnership; Business; Computer science; Computer security; Finance; Materials science","score_opus":0.0218748093265099,"score_gpt":0.2364334936108592,"score_spread":0.2145586842843493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8498734,0.00051835366,0.0013520237,0.006782642,0.0014121736,0.002193162,0.000036231428,0.002020604,0.13581137],"genre_scores_gemma":[0.88412267,0.00028308472,0.00018335656,0.0002588425,0.00019805906,0.00039689115,0.00003861475,0.000063996406,0.11445448],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99790645,0.00008065091,0.00046577703,0.0003698573,0.00045052735,0.0007267222],"domain_scores_gemma":[0.9990581,0.00010661051,0.000066637236,0.00051140366,0.00010331167,0.00015388067],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00075550366,0.00035150407,0.00023411757,0.00027209512,0.00039263206,0.0004171204,0.0004626056,0.00017216372,0.00012364311],"category_scores_gemma":[0.000055537723,0.0002868326,0.00007837322,0.0011792248,0.0000729182,0.0002998011,0.00026800323,0.0003981129,0.0012741841],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011148463,0.0001203073,0.0052132686,0.0035087818,0.0020569393,0.00017451415,0.049530245,0.26726344,0.01328755,0.042297684,0.4496599,0.16577251],"study_design_scores_gemma":[0.00053595897,0.00016078525,0.0005078568,0.00016418307,0.00006358399,0.0000012758713,0.02900472,0.009799416,0.0043452666,0.000974827,0.9537964,0.0006457337],"about_ca_topic_score_codex":0.000029752142,"about_ca_topic_score_gemma":0.000162248,"teacher_disagreement_score":0.5041365,"about_ca_system_score_codex":0.0001249111,"about_ca_system_score_gemma":0.00002118517,"threshold_uncertainty_score":0.9999584},"labels":[],"label_agreement":null},{"id":"W4367155029","doi":"10.36487/acg_repo/2355_09","title":"Mechanical properties and mesoscopic analysis of rockbackfill-rock composite sample under dynamic loading","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"National Key Research and Development Program of China","keywords":"Mesoscopic physics; Composite number; Materials science; Sample (material); Composite material; Geotechnical engineering; Structural engineering; Geology; Engineering; Physics; Condensed matter physics; Thermodynamics","score_opus":0.016453941323403363,"score_gpt":0.20730679478340927,"score_spread":0.1908528534600059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69085544,0.00053867226,0.3069037,0.0001639267,0.00021165825,0.00021658003,0.000068821246,0.000896258,0.00014496209],"genre_scores_gemma":[0.9988268,0.000125035,0.0008017153,0.000024498635,0.000020548858,0.000022035105,0.000036391528,0.000042755608,0.000100235986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985941,0.000021882704,0.00042366132,0.00029217484,0.00023825292,0.00042989795],"domain_scores_gemma":[0.9993143,0.00016473142,0.000040641095,0.00028896114,0.00003923804,0.00015212318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015594732,0.00024313244,0.00054829917,0.00040741402,0.000061892715,0.00003281705,0.00019002947,0.00013857835,0.00006544983],"category_scores_gemma":[0.000049192386,0.00021758073,0.00015491042,0.0015125952,0.000021408488,0.000091263675,0.00018034369,0.0002225085,0.000049943435],"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":[0.000008216226,0.000013782959,0.00007365525,0.00022671832,0.0005742707,0.000002977024,0.00008323776,0.84197766,0.15467316,0.0004276858,0.000022894848,0.001915721],"study_design_scores_gemma":[0.00024573103,0.00004959144,0.0011443518,0.00009874809,0.0003493903,0.0000026410687,0.00010785796,0.98592025,0.01096093,0.00044481954,0.00040000776,0.00027570577],"about_ca_topic_score_codex":0.00003894671,"about_ca_topic_score_gemma":0.000038210906,"teacher_disagreement_score":0.30797136,"about_ca_system_score_codex":0.000041145275,"about_ca_system_score_gemma":0.000006786538,"threshold_uncertainty_score":0.8872685},"labels":[],"label_agreement":null},{"id":"W4367155032","doi":"10.36487/acg_repo/2355_21","title":"Best practices in continuously (or not continuously) pouring paste backfill","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; University of Toronto; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Materials science; Geotechnical engineering; Geology","score_opus":0.06658011192196703,"score_gpt":0.2725246371032227,"score_spread":0.2059445251812557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155032","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.950491,0.00044206274,0.00011665099,0.0006994397,0.0011195956,0.0005887298,0.000018757146,0.0011473345,0.045376427],"genre_scores_gemma":[0.9563363,0.00041890016,0.00033494056,0.00013253647,0.00038181755,0.000098033815,0.0000198047,0.00012246096,0.042155184],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9977282,0.00007503504,0.00058286055,0.0004396214,0.00035092517,0.0008233068],"domain_scores_gemma":[0.99890625,0.0002689055,0.00022428336,0.00041917275,0.000060385828,0.00012101679],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005985638,0.00038568513,0.00046762198,0.00044042672,0.00010079869,0.00025037664,0.00041289005,0.0001338271,0.00026817538],"category_scores_gemma":[0.0002651417,0.0003430453,0.00010060159,0.0007443011,0.00005299692,0.00065788615,0.00021313579,0.00038606068,0.0023779713],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002616319,0.0008528123,0.14941196,0.008216676,0.0018127143,0.004047673,0.032179583,0.11203933,0.10967213,0.0010978808,0.090110466,0.48794246],"study_design_scores_gemma":[0.006422687,0.000623766,0.021935176,0.0018504086,0.00028186268,0.00006371822,0.016130041,0.09381245,0.025833152,0.00014902784,0.82985055,0.0030471797],"about_ca_topic_score_codex":0.00020570689,"about_ca_topic_score_gemma":0.00078542094,"teacher_disagreement_score":0.7397401,"about_ca_system_score_codex":0.000058705013,"about_ca_system_score_gemma":0.000021055906,"threshold_uncertainty_score":0.9999021},"labels":[],"label_agreement":null},{"id":"W4367155034","doi":"10.36487/acg_repo/2355_17","title":"Prediction of the mechanical properties of cemented paste backfill using artificial intelligence approaches","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); Agnico Eagle (Canada); University of Alberta","funders":"Fondazione Italiana per la Ricerca sul Cancro; Fondation de l’Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Geotechnical engineering; Computer science; Materials science; Engineering","score_opus":0.20420074722505777,"score_gpt":0.21809934797759714,"score_spread":0.013898600752539375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879356,0.00020930081,0.009157622,0.00009469805,0.00075898675,0.00046832956,0.000024391158,0.0002397107,0.0011113451],"genre_scores_gemma":[0.99936676,0.00003363341,0.00026826758,0.0000052749156,0.00009561783,0.000020286785,0.0000053212207,0.000032865984,0.0001719709],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870175,0.00005551213,0.0005059033,0.00017671083,0.00030595175,0.00025417554],"domain_scores_gemma":[0.99948853,0.000021504971,0.000107265434,0.00029685072,0.000054874487,0.00003096445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030560108,0.00016714493,0.00022306347,0.00012938265,0.00007234141,0.000023917908,0.00026799412,0.00006792485,0.000030391071],"category_scores_gemma":[0.000042891043,0.00011746191,0.000102366,0.0005557921,0.00010009308,0.00014248047,0.00018355866,0.00013140876,0.000021724625],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014142762,0.00009280208,0.0009933081,0.0019005372,0.0003340569,0.0000014462233,0.0031345768,0.33738813,0.62177,0.005704377,0.00018026774,0.028359048],"study_design_scores_gemma":[0.00006342544,0.000048007518,0.00020799086,0.00023637262,0.000055655306,9.392146e-7,0.002099702,0.5735411,0.42300949,0.00039710515,0.00022795222,0.00011225114],"about_ca_topic_score_codex":0.000020835796,"about_ca_topic_score_gemma":0.000011234082,"teacher_disagreement_score":0.23615298,"about_ca_system_score_codex":0.000026838496,"about_ca_system_score_gemma":0.0000135179225,"threshold_uncertainty_score":0.47899577},"labels":[],"label_agreement":null},{"id":"W4367155037","doi":"10.36487/acg_repo/2355_51","title":"Unsaturated soil behaviour in thickened and filtered tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Geomechanica (Canada); University of Alberta; Banff Centre","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance; Barrick Gold Corporation","keywords":"Tailings; Geology; Geotechnical engineering; Materials science; Metallurgy","score_opus":0.013529655126872462,"score_gpt":0.20111749240937915,"score_spread":0.1875878372825067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99524295,0.00037801254,0.000032359116,0.00022747448,0.00030995975,0.00017217928,0.0000059031486,0.00065863004,0.0029725253],"genre_scores_gemma":[0.99623567,0.00017267946,0.000074577656,0.000042581374,0.00005566998,0.000028297733,0.000028517052,0.000042677588,0.0033193107],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990603,0.00002382866,0.00023001655,0.00020849494,0.00013217582,0.00034523304],"domain_scores_gemma":[0.9996889,0.000035730416,0.000025720692,0.00017048206,0.000021191698,0.000057922418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019676144,0.00017946954,0.0001854046,0.00023531671,0.000050058676,0.000086239204,0.00012786438,0.00008175491,0.00004934425],"category_scores_gemma":[0.00002369496,0.00016978053,0.000031227955,0.00046763578,0.000031994357,0.00017805882,0.000087425826,0.00019116957,0.00019335253],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005382234,0.0001796131,0.33583698,0.003681011,0.0006011277,0.00090472715,0.033588383,0.14142206,0.28842357,0.0014013018,0.039604563,0.15381843],"study_design_scores_gemma":[0.0064912736,0.00037127666,0.23364735,0.0010539186,0.00019256647,0.000027681921,0.009021284,0.64031726,0.06900035,0.0014653578,0.035307903,0.0031037938],"about_ca_topic_score_codex":0.00007237207,"about_ca_topic_score_gemma":0.00017276917,"teacher_disagreement_score":0.49889517,"about_ca_system_score_codex":0.000020518466,"about_ca_system_score_gemma":0.0000062341755,"threshold_uncertainty_score":0.6923449},"labels":[],"label_agreement":null},{"id":"W4367155048","doi":"10.36487/acg_repo/2355_03","title":"The evolution of co-disposal stopes at Newmont Tanami Operations","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Nuclear and radioactivity studies","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Computer science; Waste management; Business; Engineering","score_opus":0.008563511039194102,"score_gpt":0.2234800724591673,"score_spread":0.21491656141997317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9829781,0.0010390276,0.0006576523,0.0006458472,0.0007098826,0.00021657493,0.00005464746,0.00033898628,0.013359256],"genre_scores_gemma":[0.9966373,0.00020784768,0.000052835916,0.000006221967,0.000103003695,0.000016770435,0.0000065611866,0.000024716903,0.0029447747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993446,0.00002712318,0.00015680124,0.00010261107,0.00015170343,0.00021716075],"domain_scores_gemma":[0.99962854,0.00009623338,0.000015986618,0.00019225694,0.000029872937,0.00003708749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012615282,0.00010231166,0.00013381614,0.000057665213,0.0003278939,0.00002336943,0.00010793839,0.000035874178,0.000019264451],"category_scores_gemma":[0.00002483962,0.00007543198,0.000059706384,0.00022778311,0.000070387556,0.00008563779,0.00005504667,0.0000831206,0.00025366188],"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":[0.00010176926,0.00008911701,0.015630925,0.0002945553,0.0009786066,0.000023099981,0.009726728,0.6612074,0.114393234,0.010881094,0.16375811,0.022915361],"study_design_scores_gemma":[0.0012749091,0.00021443889,0.25072342,0.000118383614,0.00013957437,0.000026201766,0.01085014,0.5413075,0.007188035,0.00024416758,0.18712775,0.00078544917],"about_ca_topic_score_codex":0.00009071494,"about_ca_topic_score_gemma":0.0010699616,"teacher_disagreement_score":0.23509249,"about_ca_system_score_codex":0.00014103536,"about_ca_system_score_gemma":0.000011901884,"threshold_uncertainty_score":0.3260395},"labels":[],"label_agreement":null},{"id":"W4367155052","doi":"10.36487/acg_repo/2355_06","title":"The benefit of delithiated beta spodumene to reduce the carbon footprint of cemented paste backfill","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Carbon footprint; Footprint; Spodumene; Carbon fibers; Geology; Mining engineering; Environmental science; Materials science; Metallurgy; Composite material; Composite number","score_opus":0.01762211255558438,"score_gpt":0.21133175153474446,"score_spread":0.19370963897916008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98776865,0.0004828745,0.000045385175,0.0010421748,0.0005547832,0.0005347604,0.0000166612,0.00020639283,0.00934833],"genre_scores_gemma":[0.99649656,0.00022732613,0.00007354132,0.000022868351,0.00008230752,0.000056253084,0.000010065353,0.000049226626,0.0029818641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99847776,0.000042841984,0.0005237538,0.00020598467,0.00034033597,0.00040930766],"domain_scores_gemma":[0.9989754,0.0001185663,0.00011225774,0.00061121554,0.00012041313,0.00006214252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053333177,0.00021577254,0.00026112903,0.00013182068,0.00009802077,0.000038239596,0.00051939307,0.000050800325,0.000018084444],"category_scores_gemma":[0.000039754454,0.00013560097,0.00009495837,0.000732291,0.00006443827,0.000031478874,0.00028106789,0.00014128012,0.000039212016],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005395647,0.00012381902,0.0076770196,0.0013799401,0.0017775792,0.000010881354,0.010920655,0.39952168,0.32817933,0.004632911,0.0031917638,0.24204488],"study_design_scores_gemma":[0.002373234,0.00076388585,0.057149176,0.00093604083,0.00043070992,0.000004177079,0.00984937,0.107087836,0.6639881,0.0008371489,0.1552669,0.0013133743],"about_ca_topic_score_codex":0.00017591093,"about_ca_topic_score_gemma":0.00014409497,"teacher_disagreement_score":0.3358088,"about_ca_system_score_codex":0.000030984942,"about_ca_system_score_gemma":0.000010521266,"threshold_uncertainty_score":0.55296475},"labels":[],"label_agreement":null},{"id":"W4367155054","doi":"10.36487/acg_repo/2355_54","title":"Geochemical and hydrogeological behaviour of commingled mixtures of tailings and waste rock","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mine drainage and remediation techniques","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Hydrogeology; Geology; Geochemistry; Mining engineering; Geotechnical engineering; Materials science; Metallurgy","score_opus":0.008384474635718198,"score_gpt":0.22455517603283376,"score_spread":0.21617070139711556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99816847,0.00008546139,0.000082052175,0.00017353888,0.000017957167,0.00013341475,0.0000074352256,0.00004556737,0.0012861288],"genre_scores_gemma":[0.9990458,0.000056132165,0.00047186846,0.000026816486,0.000017834567,0.000009057696,0.000010766673,0.0000072488497,0.00035446804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916506,0.000029740833,0.00024439086,0.00020421318,0.00019277088,0.00016380515],"domain_scores_gemma":[0.9995814,0.00008657918,0.0001134443,0.00013520474,0.000010671047,0.000072726645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020857925,0.00010334519,0.00020376034,0.000048974613,0.00003926986,0.0000059591694,0.00010970811,0.00009403225,0.00015543513],"category_scores_gemma":[0.000068614725,0.00008269053,0.000036240584,0.0001737116,0.00019385525,0.000056814155,0.0002497474,0.00008822052,0.000012660639],"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":[0.000022746697,0.000057413068,0.18424782,0.00005803924,0.000009269256,0.000009725795,0.000889397,0.000024358214,0.8117582,0.00006582507,0.0012081088,0.0016490945],"study_design_scores_gemma":[0.00047204396,0.00023206348,0.02105418,0.000045534707,0.000034936085,0.000018729326,0.0007112146,0.002707952,0.9730824,0.00095813494,0.00049186277,0.00019093024],"about_ca_topic_score_codex":0.000071604496,"about_ca_topic_score_gemma":0.00000808599,"teacher_disagreement_score":0.16319363,"about_ca_system_score_codex":0.000007697427,"about_ca_system_score_gemma":0.0000027347992,"threshold_uncertainty_score":0.3372022},"labels":[],"label_agreement":null},{"id":"W4367155056","doi":"10.36487/acg_repo/2355_42","title":"Rheology for deposition control and deposit failure risk analysis","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Canada's Oil Sands Innovation Alliance; Barrick Gold Corporation","keywords":"Rheology; Deposition (geology); Materials science; Computer science; Petroleum engineering; Geology; Composite material; Geomorphology","score_opus":0.0049087144413267805,"score_gpt":0.20377979920911726,"score_spread":0.19887108476779047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83982706,0.000339809,0.15874934,0.00010590158,0.00011794161,0.00013907219,0.000042928536,0.00035340543,0.00032454368],"genre_scores_gemma":[0.9979632,0.00003929815,0.0013843648,0.000028765522,0.000120612436,0.000054758373,0.000047110083,0.000025941768,0.0003359597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99923104,0.000027101307,0.00018309325,0.0001974925,0.00007516571,0.00028608154],"domain_scores_gemma":[0.9996034,0.00013400194,0.00004125422,0.000118518,0.000029365263,0.00007349739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015605116,0.0001361222,0.00024267804,0.00025658467,0.00014491122,0.00005861455,0.000063706575,0.000092693685,0.000008677982],"category_scores_gemma":[0.000029732444,0.00013127114,0.00008785924,0.00049942156,0.000021268808,0.00008529281,0.000016012333,0.00010872841,0.000027372573],"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":[0.00013518582,0.00003245962,0.27890426,0.0011043164,0.0036193808,0.000042166226,0.001976468,0.58643514,0.06548456,0.00076394755,0.0065290374,0.05497311],"study_design_scores_gemma":[0.00084169605,0.00004126766,0.024838312,0.000026943864,0.00073142606,0.000011029705,0.00011880955,0.9717553,0.0008575482,0.00016179992,0.00039912874,0.00021671002],"about_ca_topic_score_codex":0.000031820447,"about_ca_topic_score_gemma":0.0001545898,"teacher_disagreement_score":0.38532022,"about_ca_system_score_codex":0.000017139242,"about_ca_system_score_gemma":0.0000031453678,"threshold_uncertainty_score":0.5353082},"labels":[],"label_agreement":null},{"id":"W4367155059","doi":"10.36487/acg_repo/2355_13","title":"Reduction of strength losses in paste backfill with sludge cake","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Reduction (mathematics); Waste management; Environmental science; Strength reduction; Materials science; Geotechnical engineering; Geology; Engineering; Mathematics; Structural engineering; Finite element method","score_opus":0.013640386285569617,"score_gpt":0.19603360081478433,"score_spread":0.1823932145292147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9854688,0.00024067474,0.00007965398,0.00010174074,0.00035874583,0.00020249582,0.000012270461,0.00032445719,0.013211171],"genre_scores_gemma":[0.9967597,0.00016715337,0.00021118247,0.000005587468,0.00010208786,0.000025916795,0.00002265078,0.000043989574,0.002661699],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990354,0.000022497465,0.00026746874,0.0001871728,0.00018782343,0.0002996183],"domain_scores_gemma":[0.99961746,0.000027182516,0.00005118279,0.00022845148,0.000034192428,0.000041559822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014055638,0.00017336248,0.00021528605,0.000275125,0.00002867461,0.000028321774,0.00013246517,0.000050920637,0.000079808284],"category_scores_gemma":[0.000012202056,0.00014779459,0.00003663015,0.000654596,0.000045731555,0.00020367048,0.00004764361,0.00012841423,0.00013330235],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00069885084,0.00026671722,0.07065549,0.0060319616,0.00080541865,0.00018289933,0.016974473,0.5816703,0.09986731,0.00204451,0.02855246,0.19224963],"study_design_scores_gemma":[0.010867308,0.0021670118,0.14966767,0.004032062,0.00047830035,0.00007820769,0.038959537,0.177945,0.37910095,0.0010924625,0.23074876,0.0048627164],"about_ca_topic_score_codex":0.00006370418,"about_ca_topic_score_gemma":0.00013957119,"teacher_disagreement_score":0.40372527,"about_ca_system_score_codex":0.000028369172,"about_ca_system_score_gemma":0.000009854017,"threshold_uncertainty_score":0.6026889},"labels":[],"label_agreement":null},{"id":"W4367155062","doi":"10.36487/acg_repo/2355_62","title":"A comparison between in situ techniques to measure undrained shear strength of oil sands tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Underground Structures","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":true,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Oil sands; Geology; Shear strength (soil); Geotechnical engineering; Shear (geology); In situ; Materials science; Petrology; Soil science; Composite material; Chemistry; Metallurgy; Asphalt","score_opus":0.01756892214259632,"score_gpt":0.2537251503792549,"score_spread":0.2361562282366586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155062","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9805134,0.00017733489,0.009722224,0.00027216203,0.00020107793,0.00019038092,0.000028461098,0.0018617236,0.0070332424],"genre_scores_gemma":[0.9974084,0.000016182645,0.0021414466,0.000013259137,0.00010940452,0.00003157379,0.00002317208,0.00005610587,0.00020046197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984791,0.00002728267,0.00049453485,0.0002481747,0.0003040057,0.00044684464],"domain_scores_gemma":[0.9993187,0.00013641392,0.000038101807,0.000319897,0.00004259416,0.00014429628],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028754637,0.00025384582,0.0005188796,0.00042597073,0.000031233663,0.000028663862,0.00026275555,0.00019708693,0.000012130189],"category_scores_gemma":[0.00010288823,0.00025572992,0.00008896992,0.0010166575,0.000028751889,0.00006551773,0.00007503928,0.00037207062,0.000025836136],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006746905,0.00007269986,0.006444101,0.0013439165,0.00021763622,0.000029397806,0.0027196496,0.5195554,0.28779182,0.00088096963,0.0040326556,0.17684431],"study_design_scores_gemma":[0.004331569,0.0014801398,0.120755814,0.003678138,0.00027409993,0.000024384532,0.0026193568,0.15256919,0.62278354,0.002845059,0.08419226,0.0044464744],"about_ca_topic_score_codex":0.000051587245,"about_ca_topic_score_gemma":0.00005777296,"teacher_disagreement_score":0.3669862,"about_ca_system_score_codex":0.00006869372,"about_ca_system_score_gemma":0.00001665195,"threshold_uncertainty_score":0.9999895},"labels":[],"label_agreement":null},{"id":"W4367155065","doi":"10.36487/acg_repo/2355_30","title":"Design and commissioning of coal fly ash filter plant","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Belt Conveyor Systems Engineering","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Fly ash; Project commissioning; Coal; Waste management; On the fly; Coal preparation plant; Filter (signal processing); Environmental science; Process engineering; Engineering; Computer science; Electrical engineering; Operating system; Publishing","score_opus":0.02260685696542055,"score_gpt":0.19672286239177394,"score_spread":0.1741160054263534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155065","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7090629,0.001416332,0.27826753,0.00010670244,0.0022382983,0.0007913006,0.000075529366,0.0021982105,0.005843247],"genre_scores_gemma":[0.9973271,0.000024505167,0.0019849807,0.0000076044657,0.00008771043,0.000024777422,0.000011952918,0.00006614708,0.00046523637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99898124,0.000039241368,0.00030776524,0.00016506594,0.00017779913,0.00032888917],"domain_scores_gemma":[0.9993882,0.00020095035,0.000037103433,0.0002387564,0.000021350197,0.000113599184],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003049123,0.00018990922,0.00028151335,0.00017644755,0.00004325607,0.000029290266,0.00013789751,0.00008795589,0.000034804834],"category_scores_gemma":[0.00002019655,0.00018998045,0.000036888814,0.00023161233,0.000022783055,0.00009439362,0.000073141935,0.00015852143,0.00008680182],"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":[0.000030258061,0.000014732545,0.004386089,0.0014907976,0.0002371511,0.00010628718,0.0034194917,0.79184496,0.1753631,0.00023029125,0.016900344,0.005976514],"study_design_scores_gemma":[0.0007278144,0.000066097775,0.005422253,0.00060279603,0.000029868545,0.00007551768,0.00030471478,0.9333651,0.04832815,0.000026589962,0.010594463,0.0004566359],"about_ca_topic_score_codex":0.000007665102,"about_ca_topic_score_gemma":0.0000023205557,"teacher_disagreement_score":0.28826424,"about_ca_system_score_codex":0.00002266198,"about_ca_system_score_gemma":0.0000097165575,"threshold_uncertainty_score":0.7747178},"labels":[],"label_agreement":null},{"id":"W4367155069","doi":"10.36487/acg_repo/2355_35","title":"How high is too high? Challenges on the next generation of dewatered tailings stacks","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Environmental science; Computer science; Metallurgy; Materials science","score_opus":0.10664920166623622,"score_gpt":0.21055537682536804,"score_spread":0.10390617515913182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155069","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9867975,0.0007675307,0.00014034413,0.006844753,0.00052876887,0.00027679143,0.0000110979145,0.00035825523,0.00427496],"genre_scores_gemma":[0.9762946,0.00080546323,0.00007686984,0.00010431833,0.00025773596,0.000035083787,0.000019652487,0.00004552182,0.022360792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99906784,0.00002931097,0.0001941049,0.00020087461,0.0002442875,0.00026356475],"domain_scores_gemma":[0.99946475,0.000057978836,0.00005639535,0.00033815802,0.000048562393,0.000034136716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019304319,0.00019074927,0.00018571712,0.000119090735,0.000077743105,0.0001270271,0.00021228932,0.00006894472,0.00007361497],"category_scores_gemma":[0.000020987069,0.00013461693,0.00005994199,0.00015665591,0.00003230212,0.0002022824,0.00006882467,0.0001182355,0.00021188684],"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":[0.00016695783,0.00008795897,0.00021166858,0.0018814963,0.0009679678,0.00003270826,0.025642693,0.04946017,0.5322575,0.043801893,0.10809216,0.23739685],"study_design_scores_gemma":[0.0012608422,0.0005379407,0.0011033217,0.00028696883,0.0001418612,0.0000017764871,0.0056813466,0.11715201,0.70365405,0.0033207135,0.16577911,0.0010800371],"about_ca_topic_score_codex":0.000015825775,"about_ca_topic_score_gemma":0.000016823158,"teacher_disagreement_score":0.23631682,"about_ca_system_score_codex":0.000024465713,"about_ca_system_score_gemma":0.000005326804,"threshold_uncertainty_score":0.5489519},"labels":[],"label_agreement":null},{"id":"W4367155078","doi":"10.36487/acg_repo/2355_15","title":"Natural mixing behaviour of waste rocks poured in a paste backfill","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Mixing (physics); Geotechnical engineering; Natural (archaeology); Waste management; Geology; Materials science; Environmental science; Engineering; Physics","score_opus":0.009097294306857767,"score_gpt":0.21087844798130553,"score_spread":0.20178115367444777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155078","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99316645,0.0003844215,0.0007077476,0.00006633999,0.0017056651,0.0002494609,0.000028762714,0.00043112264,0.0032600055],"genre_scores_gemma":[0.99814385,0.00005259172,0.00030399754,0.00003381125,0.00015956792,0.000030257796,0.000037686554,0.00009026572,0.0011479494],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99787277,0.00007962828,0.0006250129,0.0003484929,0.00029340838,0.0007806942],"domain_scores_gemma":[0.9991729,0.00011968715,0.000111647096,0.00040302836,0.0000697435,0.0001229488],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00040697597,0.00033349355,0.00051137106,0.00043861993,0.000060551956,0.000025718742,0.00034034176,0.00022856338,0.000041757565],"category_scores_gemma":[0.000084578474,0.000350405,0.00015839543,0.00079065544,0.000040812727,0.00014867172,0.00015964461,0.00050080125,0.0001502618],"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":[0.00035028963,0.00068306236,0.28994033,0.0037416932,0.00094194594,0.0015564617,0.049151216,0.32909375,0.25334552,0.006325524,0.012640867,0.052229334],"study_design_scores_gemma":[0.0054266797,0.00031459783,0.05411026,0.001082423,0.00017546321,0.00013820131,0.015065262,0.8770412,0.041908868,0.0016021864,0.0010871954,0.0020476598],"about_ca_topic_score_codex":0.000075717784,"about_ca_topic_score_gemma":0.00029254192,"teacher_disagreement_score":0.54794747,"about_ca_system_score_codex":0.00007885978,"about_ca_system_score_gemma":0.000026378284,"threshold_uncertainty_score":0.9998948},"labels":[],"label_agreement":null},{"id":"W4367155085","doi":"10.36487/acg_repo/2355_40","title":"Case study: Holistic test work campaigns for tailings management system designs","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Test (biology); Work (physics); Computer science; Engineering; Systems engineering; Manufacturing engineering; Geology; Mechanical engineering; Metallurgy; Materials science","score_opus":0.07239769851236134,"score_gpt":0.2538486923596577,"score_spread":0.18145099384729635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9614994,0.00022205444,0.022888836,0.00004496199,0.0016581164,0.0035095087,0.000034819408,0.0035478426,0.0065944693],"genre_scores_gemma":[0.9915428,0.000013084376,0.0008621664,0.000018974843,0.0002584597,0.0007910163,0.000017673814,0.00012313499,0.006372679],"study_design_codex":"simulation_or_modeling","study_design_gemma":"qualitative","domain_scores_codex":[0.99822515,0.000036152058,0.0004331203,0.00039830635,0.0002568056,0.00065046066],"domain_scores_gemma":[0.9990426,0.00024855533,0.000063740634,0.0004676028,0.00005645979,0.00012105295],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005364234,0.00034607117,0.00033657238,0.00032250036,0.00026221265,0.0001963637,0.00028717442,0.000064865955,0.000020337102],"category_scores_gemma":[0.00004037859,0.0003278224,0.000109235574,0.0008025866,0.000028684342,0.00014352311,0.00014924181,0.00013386208,0.0005293228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006558349,0.0012810203,0.06715768,0.040675767,0.005674004,0.050363053,0.056381565,0.49737725,0.0026601325,0.004436089,0.10428735,0.16905028],"study_design_scores_gemma":[0.010949955,0.0022814865,0.0033375164,0.0024900858,0.003211605,0.000840313,0.4399394,0.4225805,0.0013940604,0.0003568847,0.10698389,0.005634303],"about_ca_topic_score_codex":0.000023266539,"about_ca_topic_score_gemma":0.000026809004,"teacher_disagreement_score":0.38355783,"about_ca_system_score_codex":0.00011312753,"about_ca_system_score_gemma":0.0000063814073,"threshold_uncertainty_score":0.9999174},"labels":[],"label_agreement":null},{"id":"W4367155087","doi":"10.36487/acg_repo/2355_37","title":"Co-processing of fresh oil sand tailings and fluid fine tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Industrial Engineering and Technologies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Syncrude (Canada); Banff Centre; Geomechanica (Canada); University of Alberta","funders":"University of Alberta; Syncrude","keywords":"Tailings; Oil sands; Tailings dam; Geology; Mining engineering; Environmental science; Petroleum engineering; Geotechnical engineering; Waste management; Metallurgy; Engineering; Materials science; Composite material","score_opus":0.015608609379950789,"score_gpt":0.21997630297971782,"score_spread":0.20436769359976703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9918645,0.0012630331,0.00048807042,0.00011000284,0.0002882462,0.000059399365,0.000021283244,0.0016787841,0.004226707],"genre_scores_gemma":[0.9984578,0.00016687879,0.0005304246,0.000005757072,0.00012450476,0.000014031997,0.00001485339,0.000054013715,0.0006317383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989359,0.000006320404,0.0003086363,0.00020569522,0.00017145624,0.0003719933],"domain_scores_gemma":[0.99955165,0.00007759177,0.000045030778,0.00021955953,0.000044552038,0.00006159189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020356724,0.00021250284,0.00030768116,0.00026000672,0.00006969479,0.00004123142,0.0001638764,0.00020418293,0.000023358436],"category_scores_gemma":[0.00013053593,0.00021256934,0.000047415102,0.00051839405,0.00009016997,0.000112111615,0.000038797734,0.00027053076,0.000038010752],"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":[0.000032430595,0.000018724526,0.0008523611,0.0014876287,0.00011228989,0.00004357371,0.0011238779,0.06189428,0.7281976,0.00029292164,0.005749343,0.20019498],"study_design_scores_gemma":[0.0015871997,0.00014073355,0.00032260348,0.0007039081,0.00006514904,0.000030199144,0.0012642244,0.1639989,0.81093836,0.00020409974,0.019977363,0.0007672778],"about_ca_topic_score_codex":0.000023279124,"about_ca_topic_score_gemma":0.0000040636605,"teacher_disagreement_score":0.1994277,"about_ca_system_score_codex":0.00002274659,"about_ca_system_score_gemma":0.000016473581,"threshold_uncertainty_score":0.8668326},"labels":[],"label_agreement":null},{"id":"W4367155096","doi":"10.36487/acg_repo/2355_45","title":"Rheological testing for dam break modelling","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Fluid Dynamics Simulations and Interactions","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Dam break; Rheology; Computer science; Materials science","score_opus":0.05138911485186283,"score_gpt":0.2609359481289772,"score_spread":0.20954683327711437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155096","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3463206,0.00005571273,0.63473713,0.00009679468,0.00079588423,0.00027912454,0.00005866157,0.0012266473,0.016429404],"genre_scores_gemma":[0.983637,0.00000898664,0.0145084495,0.000020560776,0.00018195903,0.00007130628,0.00005316262,0.000042149262,0.0014764383],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992297,0.000008332847,0.00022279534,0.00016292639,0.00008042911,0.00029579917],"domain_scores_gemma":[0.99929845,0.00038810793,0.000019461086,0.00016386558,0.00007111059,0.000059002556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010733807,0.00012325727,0.00012939589,0.00012566436,0.00013659772,0.00004791713,0.000095894895,0.00006535827,0.00004491573],"category_scores_gemma":[0.00006542884,0.00012237918,0.00006844378,0.0003591234,0.000015575948,0.00013330321,0.00003222942,0.00012076985,0.00022891362],"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":[0.000002759671,0.0000070548053,0.00038861838,0.00002835648,0.000016264315,0.0000014643049,0.000065879496,0.9926087,0.0020474754,0.0018340767,0.0007669732,0.0022323357],"study_design_scores_gemma":[0.00016397763,0.00003415643,0.0003654778,0.000029853605,0.000010887175,0.000005835378,0.000057417587,0.9948627,0.00007230996,0.00089487765,0.0033622067,0.0001403258],"about_ca_topic_score_codex":0.000011920014,"about_ca_topic_score_gemma":0.0000066275284,"teacher_disagreement_score":0.63731635,"about_ca_system_score_codex":0.000037269954,"about_ca_system_score_gemma":0.000007808981,"threshold_uncertainty_score":0.4990478},"labels":[],"label_agreement":null},{"id":"W4367155106","doi":"10.36487/acg_repo/2355_61","title":"Application of risk-based tailings management at Tüprag Efemçukuru Gold Mine","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":true,"ca_institutions":"Stantec (Canada); Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Computer science; Mining engineering; Business; Environmental science; Geology; Metallurgy; Materials science","score_opus":0.008892299123624485,"score_gpt":0.19239829015736726,"score_spread":0.18350599103374277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9697656,0.00044814445,0.008250826,0.00017160764,0.000391226,0.00067682343,0.000030560685,0.001131491,0.019133689],"genre_scores_gemma":[0.99343807,0.00016610154,0.00085518515,0.000030839725,0.00008395489,0.00012298666,0.000082643615,0.000059929804,0.005160265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987505,0.000023295777,0.00035187474,0.00026485094,0.0002756508,0.0003338165],"domain_scores_gemma":[0.9992907,0.00006721522,0.000110501016,0.0004325419,0.000038305043,0.000060728453],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00027995833,0.0002134363,0.00022319573,0.00027076362,0.000059752776,0.000025828604,0.00025572433,0.000061830375,0.00006592732],"category_scores_gemma":[0.000016160442,0.000208328,0.00009464661,0.0004717138,0.000039562034,0.000089944,0.00013872425,0.00010270133,0.0008719041],"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":[0.00022590319,0.00012637422,0.05024057,0.004776988,0.0006212286,0.00003381103,0.0019172736,0.6639172,0.034165498,0.0015975359,0.030533416,0.2118442],"study_design_scores_gemma":[0.0020313342,0.00011577114,0.01671645,0.00021707623,0.0002965296,0.0000011541439,0.00089561916,0.6647872,0.039401457,0.00035843687,0.27430928,0.00086969754],"about_ca_topic_score_codex":0.000050083116,"about_ca_topic_score_gemma":0.000051794377,"teacher_disagreement_score":0.24377586,"about_ca_system_score_codex":0.000057219026,"about_ca_system_score_gemma":0.0000029764876,"threshold_uncertainty_score":0.999906},"labels":[],"label_agreement":null},{"id":"W4367155122","doi":"10.36487/acg_repo/2355_57","title":"Throttling a cemented paste backfill underground distribution system","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Bandwidth throttling; Geotechnical engineering; Environmental science; Petroleum engineering; Geology; Engineering; Mechanical engineering","score_opus":0.00786249951448193,"score_gpt":0.17455883299193817,"score_spread":0.16669633347745624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155122","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08885106,0.00031844777,0.8925219,0.00044412148,0.0023539255,0.0007336209,0.00022963928,0.008463905,0.0060833925],"genre_scores_gemma":[0.99867964,0.000045830708,0.00022079244,0.000021560805,0.00024011401,0.00008925518,0.00023891426,0.00007885482,0.00038503102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99801064,0.000027492635,0.00048134284,0.0003498908,0.0003756749,0.00075498666],"domain_scores_gemma":[0.99918544,0.00010597244,0.000045794517,0.00039542682,0.000054278564,0.00021309503],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00031124844,0.00032690892,0.0003505582,0.00011617295,0.00012843565,0.0000924535,0.0002764495,0.00018294361,0.00006581852],"category_scores_gemma":[0.000042164684,0.00032000503,0.00014753353,0.0009925861,0.000024611665,0.00017069398,0.00015708647,0.00033649162,0.001380765],"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":[0.000018925584,0.000032549076,0.000047953392,0.0012612481,0.00018845356,0.00007606067,0.00009092947,0.95656836,0.019198954,0.008142127,0.0040460457,0.010328376],"study_design_scores_gemma":[0.0008905836,0.000093199444,0.00036630427,0.0005302894,0.00006375387,0.000034978897,0.00058286387,0.9241722,0.0030205643,0.00031981533,0.06919127,0.000734182],"about_ca_topic_score_codex":0.000018265368,"about_ca_topic_score_gemma":0.0000085802085,"teacher_disagreement_score":0.9098286,"about_ca_system_score_codex":0.00020856633,"about_ca_system_score_gemma":0.00001038227,"threshold_uncertainty_score":0.9999252},"labels":[],"label_agreement":null},{"id":"W4367155125","doi":"10.36487/acg_repo/2355_60","title":"Assessing tailings consolidation and changes in supernatant pond area using InSAR and the normalised difference moisture index","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Consolidation (business); Interferometric synthetic aperture radar; Moisture; Index (typography); Environmental science; Geology; Synthetic aperture radar; Remote sensing; Geography; Meteorology; Computer science; Metallurgy; Materials science; Business","score_opus":0.029892861591299058,"score_gpt":0.231328713513348,"score_spread":0.20143585192204894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975994,0.00069432525,0.00034995566,0.0003014715,0.00014664035,0.00022932798,0.000005120409,0.00013529584,0.0005384254],"genre_scores_gemma":[0.99920744,0.00044070187,0.00005800137,0.000058497608,0.00005439629,0.000016508951,0.000014898533,0.000023573764,0.00012598441],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992224,0.00004269217,0.00017330355,0.00017735909,0.00014039516,0.00024387977],"domain_scores_gemma":[0.9996673,0.00010377344,0.000040952054,0.0001287592,0.000023190561,0.000036023874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027579092,0.00016508308,0.00019706562,0.00018090384,0.00011318561,0.00029717167,0.00009931506,0.00006176386,0.000011493584],"category_scores_gemma":[0.000043119224,0.00011999309,0.000014016507,0.00026905205,0.00010321741,0.00029719778,0.00012205429,0.0001754985,0.0000045741185],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005441162,0.000049073227,0.5650646,0.002684573,0.0003599135,0.00015584104,0.046742532,0.036330592,0.23384684,0.0017799512,0.00027552515,0.11216641],"study_design_scores_gemma":[0.0024521432,0.000023124045,0.09010218,0.00036567857,0.000052953867,0.000014028504,0.0072597787,0.89438444,0.0035546497,0.0003009808,0.0010646452,0.00042539692],"about_ca_topic_score_codex":0.00018137261,"about_ca_topic_score_gemma":0.0003151412,"teacher_disagreement_score":0.85805386,"about_ca_system_score_codex":0.000022138684,"about_ca_system_score_gemma":0.0000066656808,"threshold_uncertainty_score":0.48931763},"labels":[],"label_agreement":null},{"id":"W4367155130","doi":"10.36487/acg_repo/2355_44","title":"Comparing various thixotropic models and their performance in predicting flow behavior of treated tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Carleton University; Imperial Oil (Canada); Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Thixotropy; Tailings; Flow (mathematics); Computer science; Geotechnical engineering; Geology; Materials science; Mechanics; Metallurgy","score_opus":0.02672920194777498,"score_gpt":0.19584283124847107,"score_spread":0.1691136293006961,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99591833,0.0003512331,0.00032131068,0.00001051935,0.0001241412,0.0002382725,0.000004058349,0.00038205032,0.002650093],"genre_scores_gemma":[0.9992727,0.00021758277,0.00015061405,0.000003885131,0.000032970707,0.000044298875,0.000010964341,0.00003609305,0.0002308722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909705,0.000016645346,0.00029964646,0.00017701475,0.00010752935,0.00030209622],"domain_scores_gemma":[0.99969923,0.00003321932,0.00004350398,0.00016160181,0.000023012302,0.000039424263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016004854,0.00018043724,0.00027105107,0.00022929146,0.000053980242,0.00003515542,0.00012944161,0.000057366644,0.0000066967914],"category_scores_gemma":[0.0000069396597,0.00015746569,0.000032799864,0.0003375061,0.00003400778,0.0002637379,0.000098760385,0.00016409546,0.000010874045],"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":[0.000028934135,0.000020985737,0.4247473,0.0005882199,0.000049130187,0.000008069017,0.006006028,0.5418923,0.0073476275,0.000032724245,0.000021666312,0.019257009],"study_design_scores_gemma":[0.000420378,0.000045668054,0.04527743,0.00016720445,0.000020475807,0.0000020059217,0.0005376436,0.94937664,0.003908641,0.00003142121,0.000060137314,0.00015235356],"about_ca_topic_score_codex":0.00006542207,"about_ca_topic_score_gemma":0.000055206343,"teacher_disagreement_score":0.40748432,"about_ca_system_score_codex":0.000025101737,"about_ca_system_score_gemma":0.0000047767408,"threshold_uncertainty_score":0.64212644},"labels":[],"label_agreement":null},{"id":"W4367155137","doi":"10.36487/acg_repo/2355_25","title":"Developing predictive empirical filtration models for advanced tailings handling","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"Lappeenranta University of Technology","keywords":"Tailings; Filtration (mathematics); Computer science; Empirical research; Statistics; Mathematics; Materials science; Metallurgy","score_opus":0.05279483445182371,"score_gpt":0.2674822728722085,"score_spread":0.2146874384203848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155137","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34840393,0.00032493504,0.64395684,0.00042953892,0.00077163556,0.0007200843,0.000017511216,0.0015531468,0.003822355],"genre_scores_gemma":[0.9905912,0.00011532257,0.0073805163,0.00007679177,0.00021168322,0.00024468577,0.000071785864,0.00006282449,0.0012451722],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891883,0.000013011154,0.0002734297,0.0002459971,0.00016585701,0.00038286898],"domain_scores_gemma":[0.99958175,0.00010863899,0.000040759463,0.00014284695,0.00007478457,0.00005124129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020275412,0.00018625341,0.00019193253,0.00015604157,0.00014702804,0.00007701112,0.00013941631,0.00007379287,0.000009043768],"category_scores_gemma":[0.000055424112,0.00018202994,0.00006939577,0.0003243005,0.000020309919,0.0004523533,0.000051826828,0.000106916676,0.00006468924],"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":[0.00008697395,0.0000062215563,0.00026686612,0.0004098306,0.0000904487,0.0000025578802,0.0026536705,0.9686677,0.0049785813,0.0008717455,0.0020313272,0.019934088],"study_design_scores_gemma":[0.0005205562,0.000064084685,0.00010931659,0.00012837151,0.000026250833,7.254582e-7,0.00082167337,0.9740714,0.009966307,0.0033335127,0.010679306,0.0002784831],"about_ca_topic_score_codex":0.0000021450312,"about_ca_topic_score_gemma":0.000007717496,"teacher_disagreement_score":0.6421873,"about_ca_system_score_codex":0.00006630776,"about_ca_system_score_gemma":0.000021308688,"threshold_uncertainty_score":0.7422965},"labels":[],"label_agreement":null},{"id":"W4367155146","doi":"10.36487/acg_repo/2355_32","title":"The production and management of coal and copper dry tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Coal and Coke Industries Research","field":"Energy","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Copper; Coal; Production (economics); Environmental science; Waste management; Metallurgy; Engineering; Materials science; Economics","score_opus":0.029350467304693886,"score_gpt":0.2689984651432018,"score_spread":0.23964799783850793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9811613,0.00044022533,0.0000042559222,0.0032002747,0.00019362092,0.00021047225,0.000003048726,0.000047507645,0.014739287],"genre_scores_gemma":[0.9582863,0.0013481727,0.000014115768,0.0000140890825,0.000095042255,0.00003406245,0.0000030346441,0.0000109919965,0.0401942],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99917126,0.000039887847,0.0001436752,0.00019293228,0.00023053355,0.00022168535],"domain_scores_gemma":[0.9996091,0.00007679806,0.000033821707,0.0001840035,0.000046771664,0.00004949253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028161355,0.00007914975,0.000092449685,0.00006468142,0.0001796487,0.00004413941,0.0000882591,0.000038357237,0.00002669707],"category_scores_gemma":[0.000038467388,0.000054939792,0.000018745523,0.00030606586,0.00016059249,0.000054850752,0.00023840509,0.00010418565,0.000042896347],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004599497,0.00006895431,0.023613954,0.0006863713,0.00034455833,0.00005615612,0.0015716697,0.0007815825,0.0068000033,0.024145868,0.025149353,0.9163216],"study_design_scores_gemma":[0.0010328976,0.0003633987,0.06953431,0.00044493028,0.000084405205,0.000025004587,0.013612461,0.0029933613,0.018864157,0.0020281505,0.89057267,0.00044427052],"about_ca_topic_score_codex":0.00016244619,"about_ca_topic_score_gemma":0.00013418465,"teacher_disagreement_score":0.9158773,"about_ca_system_score_codex":0.000011103262,"about_ca_system_score_gemma":0.000009933968,"threshold_uncertainty_score":0.22403796},"labels":[],"label_agreement":null},{"id":"W4367155164","doi":"10.36487/acg_repo/2355_34","title":"Tailings filtration: integrating process design with geotechnical outcomes","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Process (computing); Filtration (mathematics); Geotechnical engineering; Process design; Mining engineering; Geology; Engineering; Process engineering; Computer science; Materials science; Process integration; Metallurgy","score_opus":0.023797334063797342,"score_gpt":0.22873903196438125,"score_spread":0.20494169790058392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8615045,0.00019235341,0.11814775,0.0009123089,0.00046228548,0.00091896876,0.000005131566,0.004852813,0.013003905],"genre_scores_gemma":[0.9954315,0.000017334421,0.0021023995,0.00006045082,0.0000874979,0.00011841123,0.000012679497,0.000058001388,0.0021117262],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888974,0.000022585655,0.0002565771,0.00022499073,0.00025375874,0.00035232241],"domain_scores_gemma":[0.99953324,0.000096525546,0.00004366975,0.00021313084,0.00005390954,0.00005954382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000262909,0.00022730086,0.0002207966,0.00014179247,0.00011113146,0.00012458755,0.00022032562,0.0000703883,0.000064381245],"category_scores_gemma":[0.00006132144,0.00016661511,0.00004633794,0.00051029073,0.00004219098,0.0002837477,0.00003963442,0.00022052237,0.00025959368],"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":[0.00011302987,0.000041592328,0.012500457,0.0009527017,0.00031461808,0.00008062534,0.0045379456,0.9358217,0.0055201366,0.00096753624,0.006496283,0.03265338],"study_design_scores_gemma":[0.0011539229,0.00036101986,0.0030704828,0.00045582917,0.00011704172,0.00001732558,0.0047405134,0.95635337,0.021016134,0.0008592527,0.01063773,0.0012173818],"about_ca_topic_score_codex":0.0000064167584,"about_ca_topic_score_gemma":0.000011801646,"teacher_disagreement_score":0.13392702,"about_ca_system_score_codex":0.000023361354,"about_ca_system_score_gemma":0.000016286775,"threshold_uncertainty_score":0.6794367},"labels":[],"label_agreement":null},{"id":"W4367155167","doi":"10.36487/acg_repo/2355_07","title":"Determination of the relationship between direct tensile test and Brazilian splitting test of cemented tailings backfill","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"National Key Research and Development Program of China","keywords":"Tailings; Test (biology); Ultimate tensile strength; Geotechnical engineering; Tensile testing; Geology; Metallurgy; Materials science; Mining engineering","score_opus":0.02694437399961667,"score_gpt":0.22705705933935907,"score_spread":0.2001126853397424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155167","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929403,0.00009667956,0.00010976644,0.00012359393,0.00010853818,0.00025443183,0.000032086333,0.00016531766,0.00616927],"genre_scores_gemma":[0.99788755,0.00001396284,0.00029041528,0.000006824591,0.000052126317,0.000009589892,0.0000153153,0.000027550299,0.0016966419],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999104,0.000025184185,0.0003768212,0.0001416697,0.0001713521,0.00018097927],"domain_scores_gemma":[0.9986033,0.00096714793,0.00012961258,0.00020896808,0.00006124753,0.000029717065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033323086,0.00012699974,0.00019122746,0.00013746356,0.00008712197,0.000022239261,0.00013507898,0.000051983134,0.000011188042],"category_scores_gemma":[0.0009472167,0.00010204298,0.00004891308,0.000494183,0.00006756068,0.00013248961,0.00010376053,0.000106537365,0.000016975626],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019630447,0.000009273849,0.9774364,0.00041640137,0.000014870543,4.4884453e-7,0.000650576,0.00031320463,0.014353374,0.000022934293,0.00017333528,0.0066071786],"study_design_scores_gemma":[0.00035190833,0.000069211055,0.93915826,0.00037132885,0.00008147125,6.925943e-7,0.0005069526,0.022613833,0.03511643,0.00016710437,0.0013746307,0.00018817672],"about_ca_topic_score_codex":0.000019008685,"about_ca_topic_score_gemma":0.000016526763,"teacher_disagreement_score":0.03827818,"about_ca_system_score_codex":0.000015410304,"about_ca_system_score_gemma":0.0000060535094,"threshold_uncertainty_score":0.41611916},"labels":[],"label_agreement":null},{"id":"W4367155182","doi":"10.36487/acg_repo/2355_43","title":"A cost-effective tailings solution to rheology issues while meeting the environmental constraints using inexpensive additives","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Rheology; Environmental science; Waste management; Process engineering; Computer science; Biochemical engineering; Environmental economics; Materials science; Engineering; Metallurgy; Composite material; Economics","score_opus":0.030875441004406274,"score_gpt":0.24648413393023935,"score_spread":0.21560869292583307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98886263,0.00057236396,0.00362471,0.0004996813,0.00059507316,0.0018992593,0.000053384716,0.00052315765,0.0033697258],"genre_scores_gemma":[0.99807507,0.000076991426,0.00039282275,0.00013609437,0.00023577467,0.00026703568,0.00003115096,0.000047932783,0.00073711015],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998722,0.000097326694,0.0002392014,0.00028065057,0.00018063636,0.00048014952],"domain_scores_gemma":[0.9994952,0.00019158948,0.00005859349,0.00016115177,0.000023911161,0.000069574555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028990224,0.00023887763,0.0002273449,0.00016049796,0.00024222687,0.00006588476,0.00017971249,0.00007122928,0.00020644692],"category_scores_gemma":[0.00008423945,0.00019897349,0.00006882897,0.00025173192,0.00020531648,0.00018509522,0.00022074925,0.00018099659,0.0006183105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018962534,0.000055076795,0.004746683,0.0002831322,0.0007264386,0.00008965551,0.04507773,0.1802174,0.57094157,0.0005865436,0.012922658,0.18416347],"study_design_scores_gemma":[0.0020518212,0.00052201684,0.011915194,0.0008625489,0.00028493517,0.00006455278,0.058429956,0.65241873,0.13927327,0.00028290012,0.13189852,0.0019955337],"about_ca_topic_score_codex":0.00003762063,"about_ca_topic_score_gemma":0.000021308348,"teacher_disagreement_score":0.47220135,"about_ca_system_score_codex":0.00009662748,"about_ca_system_score_gemma":0.0000065104705,"threshold_uncertainty_score":0.81139034},"labels":[],"label_agreement":null},{"id":"W4367155190","doi":"10.36487/acg_repo/2355_05","title":"Study of the effects of arsenic trioxide roaster waste dusts on the mechanical behaviour of cemented paste backfills","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Arsenic; Arsenic trioxide; Waste management; Metallurgy; Materials science; Engineering","score_opus":0.017451858330826468,"score_gpt":0.20743334730309457,"score_spread":0.1899814889722681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99674076,0.00007614845,0.000031289423,0.00010606054,0.00073269085,0.0012811694,0.00001343714,0.00009608992,0.0009223856],"genre_scores_gemma":[0.99817926,0.000029051076,0.000010955852,0.000024913024,0.000052722076,0.000075318814,0.0000029970863,0.000056427743,0.0015683757],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99796337,0.00021391649,0.0006535075,0.00024227839,0.00057571096,0.0003512393],"domain_scores_gemma":[0.9984967,0.00039234117,0.00023262344,0.00076164707,0.00007109517,0.0000456038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047085463,0.00028041448,0.00045350342,0.00017676142,0.00006291521,0.000018237186,0.0005677312,0.00007664971,0.000051756295],"category_scores_gemma":[0.00009951679,0.00016571484,0.00019554637,0.00068216125,0.00006300547,0.00007665246,0.00033495994,0.0002502354,0.00004035804],"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":[0.0012760827,0.0029412154,0.05452567,0.0069796736,0.004490738,0.00009446654,0.028956253,0.08367766,0.7777862,0.0024321154,0.015005121,0.021834828],"study_design_scores_gemma":[0.00676765,0.0034474134,0.055475827,0.0021592313,0.0010528569,0.000003834352,0.027575295,0.017239131,0.88454396,0.00014493105,0.0007127614,0.00087711506],"about_ca_topic_score_codex":0.00003336893,"about_ca_topic_score_gemma":0.00004962574,"teacher_disagreement_score":0.10675777,"about_ca_system_score_codex":0.000022894652,"about_ca_system_score_gemma":0.000010487461,"threshold_uncertainty_score":0.6757655},"labels":[],"label_agreement":null},{"id":"W4367155192","doi":"10.36487/acg_repo/2355_11","title":"Assessment of static liquefaction susceptibility of early age cemented paste backfills","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); Agnico Eagle (Canada); University of Alberta","funders":"Fondazione Italiana per la Ricerca sul Cancro; Fondation de l’Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Liquefaction; Geotechnical engineering; Geology; Materials science","score_opus":0.012967162027359511,"score_gpt":0.25394278853630803,"score_spread":0.24097562650894852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155192","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97632456,0.000025357092,0.020608211,0.000025399366,0.00038720563,0.00023854917,0.000055844634,0.00045214294,0.001882735],"genre_scores_gemma":[0.99850005,0.0000354595,0.0010913936,0.000004900609,0.000034945806,0.000018187684,0.000039548264,0.00003978065,0.00023573166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9985433,0.00004538536,0.00053206505,0.00021603172,0.0003340251,0.0003291914],"domain_scores_gemma":[0.99921024,0.00013648273,0.00008955634,0.00040451577,0.00006932547,0.00008989483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025805255,0.00021195234,0.00037789307,0.00019093536,0.000028762468,0.00001841674,0.00016269994,0.000112507376,0.0000950761],"category_scores_gemma":[0.000031670133,0.00020584797,0.000120076176,0.0005017407,0.00005451267,0.00009658064,0.000052573498,0.00023693708,0.000014524439],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022052367,0.000058631394,0.0035344805,0.00144416,0.00022272351,0.000012025366,0.00031490342,0.7969531,0.19196846,0.0011998737,0.0004526017,0.0038170295],"study_design_scores_gemma":[0.0012171906,0.0006413511,0.7439752,0.00033116573,0.00010012202,0.0000050124477,0.0005700045,0.23376866,0.016525185,0.0011925403,0.0010646714,0.00060886],"about_ca_topic_score_codex":0.00007966458,"about_ca_topic_score_gemma":0.000034876524,"teacher_disagreement_score":0.7404408,"about_ca_system_score_codex":0.00007090262,"about_ca_system_score_gemma":0.000021316308,"threshold_uncertainty_score":0.8394237},"labels":[],"label_agreement":null},{"id":"W4367155207","doi":"10.36487/acg_repo/2355_19","title":"Cemented paste backfill strength profiles for continuous pouring and liquefaction resistance","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; University of Toronto; Geomechanica (Canada); Cooke Aquaculture (Canada); University of Alberta","funders":"Barrick Gold Corporation","keywords":"Liquefaction; Geotechnical engineering; Materials science; Geology","score_opus":0.013750889590517129,"score_gpt":0.20662248430730554,"score_spread":0.1928715947167884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98470175,0.00078673917,0.0017179176,0.0004091147,0.0006726633,0.000905726,0.000063701096,0.0012690371,0.009473331],"genre_scores_gemma":[0.9823627,0.00026504573,0.00072482583,0.000025588643,0.00021547725,0.00017045235,0.00005502574,0.00006634513,0.016114542],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99896246,0.000019883908,0.00025135718,0.0002498927,0.00013619252,0.00038021445],"domain_scores_gemma":[0.9995845,0.000074829426,0.000056295205,0.0001747257,0.000047981703,0.00006166391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018601304,0.00020356248,0.00020857822,0.00015112248,0.00012516823,0.00010238469,0.00010083838,0.00005924754,0.000031056057],"category_scores_gemma":[0.00003482639,0.00019631237,0.000050214996,0.00019676943,0.00002694885,0.00021564002,0.00005912983,0.00010087063,0.000060376526],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002477028,0.00025634008,0.03429154,0.023540344,0.002739961,0.00012413239,0.0150988335,0.03560767,0.20917329,0.009986371,0.28188133,0.38482314],"study_design_scores_gemma":[0.0044985875,0.00041481768,0.014221811,0.0012131834,0.0002444533,0.0000054385578,0.0068210936,0.13493446,0.08516919,0.0010180218,0.7495534,0.0019055501],"about_ca_topic_score_codex":0.000007416089,"about_ca_topic_score_gemma":0.00004957842,"teacher_disagreement_score":0.46767205,"about_ca_system_score_codex":0.000030378158,"about_ca_system_score_gemma":0.000005464534,"threshold_uncertainty_score":0.8005386},"labels":[],"label_agreement":null},{"id":"W4367155208","doi":"10.36487/acg_repo/2355_22","title":"Optimal paste backfill specification development","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Computer science","score_opus":0.025540103192333175,"score_gpt":0.19835786798406613,"score_spread":0.17281776479173294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9219643,0.0003986366,0.0049548643,0.0003282887,0.0012696425,0.00041148748,0.000007466541,0.0020666867,0.06859863],"genre_scores_gemma":[0.9817537,0.00014484928,0.0029784513,0.00003473029,0.00027773404,0.00007209813,0.00007198827,0.00007106198,0.014595354],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988436,0.000016105549,0.0002936588,0.00022626735,0.00022875928,0.00039158712],"domain_scores_gemma":[0.99957705,0.000025433608,0.00003668185,0.00025179083,0.00003414064,0.00007488003],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00020070316,0.00019758214,0.00015674392,0.00018605728,0.00010028326,0.00008811843,0.0002113806,0.00005599707,0.000285315],"category_scores_gemma":[0.000010878381,0.00018949666,0.000046739893,0.0003944958,0.000022573624,0.00018392799,0.0000935845,0.000116299285,0.0055126515],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011705792,0.00008617285,0.0064319842,0.0013643814,0.0005839043,0.00007966888,0.014104757,0.34592432,0.031766113,0.001883883,0.13355997,0.4640978],"study_design_scores_gemma":[0.00046988454,0.00003549847,0.016273588,0.000090060785,0.00002305631,0.0000028579716,0.0011145935,0.049985707,0.018755505,0.000039861294,0.9126196,0.0005897971],"about_ca_topic_score_codex":0.0000022434513,"about_ca_topic_score_gemma":0.0000058482256,"teacher_disagreement_score":0.77905965,"about_ca_system_score_codex":0.000053871143,"about_ca_system_score_gemma":0.000010988545,"threshold_uncertainty_score":0.99526167},"labels":[],"label_agreement":null},{"id":"W4367155214","doi":"10.36487/acg_repo/2355_50","title":"Effects of low suction and wetting–drying cycles on filtered tailings shear strength","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","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":"Polytechnique Montréal; Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Wetting; Tailings; Suction; Materials science; Shear strength (soil); Geotechnical engineering; Shear (geology); Composite material; Geology; Metallurgy; Engineering; Mechanical engineering; Soil science; Soil water","score_opus":0.007292342895996499,"score_gpt":0.18931609947138764,"score_spread":0.18202375657539113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970552,0.00031985805,0.000096899385,0.000065587665,0.00037940385,0.00020837768,0.0000030949805,0.00045879744,0.0014128108],"genre_scores_gemma":[0.9987875,0.0001744429,0.00015116774,0.000016262697,0.00011503241,0.000017791801,0.000007870595,0.000040033316,0.00068988744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99917084,0.000025109059,0.00020121412,0.00018888565,0.00015899367,0.00025494135],"domain_scores_gemma":[0.99960214,0.00014365208,0.000047104822,0.00014175761,0.000018995363,0.000046323228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014043388,0.00016602685,0.00018941883,0.00019043632,0.000066634995,0.000045267043,0.00008942773,0.000052584302,0.0000137026],"category_scores_gemma":[0.00005839919,0.00015714104,0.000044121094,0.00023086506,0.000032653516,0.00013552849,0.000059594164,0.0001220296,0.00006956585],"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":[0.00027494604,0.00011701428,0.008325896,0.015998805,0.00049968075,0.00007642783,0.008184954,0.09864659,0.51339126,0.0008208758,0.005198193,0.34846538],"study_design_scores_gemma":[0.0022175845,0.0004526551,0.024895523,0.0022383984,0.00013512475,0.000005051112,0.0014091793,0.21671584,0.7437669,0.0003493415,0.0068428866,0.00097149814],"about_ca_topic_score_codex":0.000014455568,"about_ca_topic_score_gemma":0.0000029068915,"teacher_disagreement_score":0.3474939,"about_ca_system_score_codex":0.000015725192,"about_ca_system_score_gemma":0.0000028311715,"threshold_uncertainty_score":0.64080256},"labels":[],"label_agreement":null},{"id":"W4367155219","doi":"10.36487/acg_repo/2355_10","title":"Numerical procedure for scaling up pressure loss from mini flow loop tests","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada); Canadian Malartic (Canada); Banff Centre; Université du Québec en Abitibi-Témiscamingue; Agnico Eagle (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Scaling; Loop (graph theory); Computer science; Flow (mathematics); Mechanics; Mathematics; Physics; Geometry","score_opus":0.009651467195063603,"score_gpt":0.23127281546724698,"score_spread":0.22162134827218338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86719596,0.0005250483,0.12692414,0.0004252789,0.0020576925,0.0006363377,0.000851546,0.0010523745,0.00033160736],"genre_scores_gemma":[0.9926029,0.00002034787,0.0050346702,0.000054600856,0.0004804816,0.000088123925,0.0005383266,0.00010263001,0.0010779359],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867433,0.000014046327,0.0003039412,0.00034219865,0.00024692845,0.0004185531],"domain_scores_gemma":[0.9992079,0.00031896768,0.000035438945,0.00021827809,0.00009156368,0.00012781566],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001068495,0.00024435486,0.00027248004,0.0000913776,0.00009757967,0.00008559131,0.00021923464,0.00011786947,0.000031006788],"category_scores_gemma":[0.00006427167,0.00025462487,0.00012394266,0.000383808,0.00002131934,0.00010191331,0.00006118631,0.00016495727,0.00015277235],"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":[0.0000202261,0.000018422757,0.0015791093,0.00023093626,0.0001173351,0.000009886954,0.00029116258,0.985907,0.0011143098,0.00024501776,0.0028794731,0.007587089],"study_design_scores_gemma":[0.00047255433,0.000017863793,0.009251519,0.00008634523,0.000042287018,0.0000051218994,0.000047652436,0.9861831,0.00008224126,0.0008628643,0.0026565213,0.00029191808],"about_ca_topic_score_codex":0.000010625889,"about_ca_topic_score_gemma":0.000012966971,"teacher_disagreement_score":0.1254069,"about_ca_system_score_codex":0.0000358444,"about_ca_system_score_gemma":0.000034573543,"threshold_uncertainty_score":0.9999906},"labels":[],"label_agreement":null},{"id":"W4367155223","doi":"10.36487/acg_repo/2355_47","title":"Dry stacked filtered tailings: seepage behaviour during the construction process","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Process (computing); Tailings dam; Geotechnical engineering; Geology; Mining engineering; Environmental science; Materials science; Computer science; Metallurgy","score_opus":0.01015539346748386,"score_gpt":0.20369018818724863,"score_spread":0.19353479471976476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99363554,0.00014378739,0.00016895024,0.00014543447,0.00073913526,0.00033536545,0.00001391238,0.001249494,0.0035683853],"genre_scores_gemma":[0.99578506,0.00007291141,0.0000990034,0.000019641635,0.00021376269,0.00008301354,0.000022302154,0.000060067327,0.0036442296],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880946,0.000028146396,0.00027456615,0.00023014008,0.00024347079,0.00041420732],"domain_scores_gemma":[0.99951595,0.00003181959,0.000057468642,0.0002922195,0.000047171678,0.000055346907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001857013,0.00021607833,0.00017137743,0.00014874169,0.00022810929,0.0001409243,0.0002628017,0.000065115775,0.00013462217],"category_scores_gemma":[0.000023815062,0.00016974214,0.00007070212,0.0004626313,0.00007121866,0.00026527446,0.00009043306,0.0002241246,0.0003603429],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053422386,0.00015353147,0.44662705,0.009387526,0.0014463123,0.00037746894,0.048262823,0.25054735,0.14638837,0.0011739591,0.008013605,0.087087795],"study_design_scores_gemma":[0.007366413,0.0003868446,0.2117281,0.0014984678,0.0007522817,0.00008687013,0.08301431,0.35479352,0.28536153,0.002232964,0.047685165,0.005093538],"about_ca_topic_score_codex":0.000014643996,"about_ca_topic_score_gemma":0.000022799004,"teacher_disagreement_score":0.23489895,"about_ca_system_score_codex":0.00003735779,"about_ca_system_score_gemma":0.000009208876,"threshold_uncertainty_score":0.6921883},"labels":[],"label_agreement":null},{"id":"W4367155230","doi":"10.36487/acg_repo/2355_56","title":"Case study: the impact of tailings properties on conveying system designs","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Belt Conveyor Systems Engineering","field":"Engineering","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Computer science; Environmental science; Mining engineering; Geology; Metallurgy; Materials science","score_opus":0.0786681342833346,"score_gpt":0.2600858869168568,"score_spread":0.1814177526335222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99522406,0.00019182528,0.00072104204,0.000007953854,0.00068346004,0.0010300203,0.000011906574,0.0012228087,0.0009069051],"genre_scores_gemma":[0.99937606,0.0000028336206,0.00001831054,0.0000022695347,0.00015645716,0.00017108173,0.0000016447271,0.00012498042,0.0001463808],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99822885,0.00012739905,0.0005489454,0.00026172007,0.00032168286,0.00051139627],"domain_scores_gemma":[0.9988748,0.00020396302,0.00008642514,0.00064415095,0.00008308675,0.00010760981],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075439544,0.00034718114,0.000456252,0.0002651785,0.00013127452,0.00007505049,0.00030419516,0.00008467884,0.000009252178],"category_scores_gemma":[0.000052271815,0.00023864537,0.0001678094,0.00072402647,0.00003887781,0.0001286963,0.00007501232,0.00028763653,0.00019270083],"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":[0.000035504927,0.000053114545,0.0062606195,0.0014265695,0.0008914275,0.0021216467,0.017541522,0.9171151,0.052229263,0.000104676335,0.00053648604,0.0016840843],"study_design_scores_gemma":[0.0013314466,0.0006195044,0.0019245683,0.0009861639,0.00013487799,0.0023575933,0.047789592,0.92681056,0.017159635,0.0000026288185,0.00008838113,0.0007950209],"about_ca_topic_score_codex":0.00052804826,"about_ca_topic_score_gemma":0.000025375004,"teacher_disagreement_score":0.03506963,"about_ca_system_score_codex":0.00021444175,"about_ca_system_score_gemma":0.0000345395,"threshold_uncertainty_score":0.9731676},"labels":[],"label_agreement":null},{"id":"W4367155238","doi":"10.36487/acg_repo/2355_65","title":"The effect of composite additives on the rheology of concentrated iron ore tailings and their components","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining and Gasification Technologies","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Composite number; Iron ore; Rheology; Metallurgy; Materials science; Composite material","score_opus":0.010293030266180938,"score_gpt":0.20374924377634207,"score_spread":0.19345621351016112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155238","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981549,0.00031472903,0.000063198815,0.00031903636,0.00010097919,0.00018088511,0.00003730563,0.00021356104,0.00061540445],"genre_scores_gemma":[0.9996459,0.00017046968,0.000008979323,0.0000068716176,0.000009304074,0.000023714148,0.000017122245,0.000012906106,0.00010471431],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939066,0.000080239035,0.00018752465,0.00010560566,0.000074348405,0.00016160749],"domain_scores_gemma":[0.9983426,0.0013108577,0.000074479285,0.00023047086,0.000024796105,0.000016833326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023695406,0.00011897514,0.00018845401,0.000049594826,0.00008364452,0.000010113437,0.00018727232,0.00006142923,0.000008447179],"category_scores_gemma":[0.00008601166,0.00006167575,0.000033360095,0.00019469274,0.00030549828,0.000017365888,0.000038084338,0.0001311951,0.000014335668],"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":[0.00033489836,0.00003399793,0.02827036,0.0006058993,0.0004463305,0.000004766596,0.005889099,0.00771959,0.8794687,0.00998421,0.004909686,0.062332474],"study_design_scores_gemma":[0.00070036604,0.0004968528,0.032649893,0.00025137197,0.000024960713,0.000004913372,0.002798672,0.066213086,0.89521766,0.0001151927,0.0013564884,0.00017056416],"about_ca_topic_score_codex":0.000004963946,"about_ca_topic_score_gemma":0.0000015536606,"teacher_disagreement_score":0.06216191,"about_ca_system_score_codex":0.0000067821793,"about_ca_system_score_gemma":0.0000024184112,"threshold_uncertainty_score":0.25150642},"labels":[],"label_agreement":null},{"id":"W4367155245","doi":"10.36487/acg_repo/2355_33","title":"How to compact filtered tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Geomechanica (Canada); University of Alberta; Banff Centre","funders":"","keywords":"Tailings; Computer science; Materials science; Metallurgy","score_opus":0.025666912874785414,"score_gpt":0.21021433397313632,"score_spread":0.1845474210983509,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155245","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96045476,0.00025162348,0.0016581052,0.0036458303,0.0012410844,0.00045077043,0.00001887368,0.002577391,0.029701548],"genre_scores_gemma":[0.9745439,0.000027094895,0.0002006721,0.0001222333,0.00022148743,0.000018194507,0.000018168652,0.000055843033,0.024792366],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.999019,0.000014217328,0.00015183429,0.00019799064,0.00018864247,0.00042828493],"domain_scores_gemma":[0.99952257,0.000035482914,0.000020571637,0.0002740652,0.00002683474,0.00012049272],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00013120941,0.00019099352,0.00019230717,0.00021364204,0.000067971785,0.00021187915,0.00023823183,0.000043231394,0.00009396536],"category_scores_gemma":[0.000036551504,0.0001764862,0.00006749754,0.00048596965,0.000016403419,0.00019096486,0.00007836648,0.00011306601,0.001846933],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011496657,0.00003977312,0.006030173,0.0012122634,0.00045121636,0.00011934246,0.007721318,0.1264039,0.1473993,0.00087724754,0.6158035,0.093826994],"study_design_scores_gemma":[0.0005588814,0.00012669916,0.003765919,0.00014092005,0.00003592588,0.000003123951,0.0015406677,0.056651086,0.024735807,0.00019324664,0.9115338,0.00071393454],"about_ca_topic_score_codex":0.000012637267,"about_ca_topic_score_gemma":0.000014350926,"teacher_disagreement_score":0.2957303,"about_ca_system_score_codex":0.000027757545,"about_ca_system_score_gemma":0.0000039973525,"threshold_uncertainty_score":0.9989302},"labels":[],"label_agreement":null},{"id":"W4367155246","doi":"10.36487/acg_repo/2355_24","title":"Filtered tailings plant design at Krumovgrad Mine","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Environmental science; Mining engineering; Engineering; Materials science; Metallurgy","score_opus":0.020963544100562656,"score_gpt":0.18336313430170625,"score_spread":0.16239959020114358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155246","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46004936,0.0011214778,0.51332134,0.0016669772,0.0034111904,0.0014355249,0.00026056342,0.013168853,0.0055647455],"genre_scores_gemma":[0.9926329,0.000117893316,0.002728998,0.000088725,0.00023826776,0.00009771436,0.00009380644,0.00011831845,0.0038833655],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984219,0.000018151162,0.00034305512,0.00029821202,0.0002492405,0.00066942297],"domain_scores_gemma":[0.9992092,0.00017300282,0.000026837972,0.00034788798,0.00002153916,0.00022151218],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022417854,0.00028475389,0.00030683578,0.00015600352,0.000073209834,0.000032193268,0.00026880836,0.0001493452,0.00022528044],"category_scores_gemma":[0.00006518779,0.00026797122,0.00011667263,0.0004569337,0.000021272843,0.00008059503,0.00016615553,0.00024967897,0.0020962683],"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":[0.00002655667,0.000016379849,0.000020814357,0.00018641367,0.00006232551,0.000114652954,0.00012126372,0.86363226,0.11461132,0.00013091741,0.01467927,0.0063977963],"study_design_scores_gemma":[0.00077164307,0.00013317287,0.0001915577,0.00015765094,0.00003497122,0.000058606605,0.000044880864,0.83054394,0.047291163,0.00050070975,0.119525105,0.00074659917],"about_ca_topic_score_codex":0.000010059158,"about_ca_topic_score_gemma":0.000010395725,"teacher_disagreement_score":0.53258353,"about_ca_system_score_codex":0.00006317612,"about_ca_system_score_gemma":0.000006260718,"threshold_uncertainty_score":0.99997723},"labels":[],"label_agreement":null},{"id":"W4367155247","doi":"10.36487/acg_repo/2355_27","title":"Application of filtered tailings storage method at Tüprag Efemçukuru Gold Mine","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Computer science; Mining engineering; Environmental science; Geology; Materials science; Metallurgy","score_opus":0.01662282228332592,"score_gpt":0.23262736325158323,"score_spread":0.2160045409682573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9398116,0.0007340577,0.04149707,0.00030198917,0.0005851239,0.00068518345,0.000039409406,0.0012996971,0.015045873],"genre_scores_gemma":[0.9833899,0.00005910345,0.0029575645,0.00003161678,0.00013655287,0.00008829337,0.00007534617,0.000067134235,0.013194504],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881965,0.00003600551,0.00035278447,0.0002568563,0.00022859273,0.00030611205],"domain_scores_gemma":[0.9993013,0.00009420972,0.0000921612,0.00039963707,0.000047879144,0.00006476879],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003587543,0.0002065014,0.00027456594,0.00020712864,0.000046020723,0.000025919104,0.00025031128,0.00007854478,0.000087227745],"category_scores_gemma":[0.00003291384,0.00019981821,0.000091838614,0.0004149245,0.000029516694,0.00013691283,0.0001610918,0.00011265402,0.0005596886],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012718716,0.000055881424,0.0051044347,0.0023700905,0.00036870854,0.00001946829,0.0035328139,0.2005711,0.6471302,0.00092913106,0.030005936,0.109785065],"study_design_scores_gemma":[0.0010650413,0.0001260326,0.003080798,0.00012734233,0.00012747225,0.0000051862985,0.0008034564,0.65973705,0.11056426,0.00030035118,0.22334917,0.0007138144],"about_ca_topic_score_codex":0.00005415828,"about_ca_topic_score_gemma":0.000037616508,"teacher_disagreement_score":0.5365659,"about_ca_system_score_codex":0.000050154365,"about_ca_system_score_gemma":0.000004606069,"threshold_uncertainty_score":0.814835},"labels":[],"label_agreement":null},{"id":"W4367155258","doi":"10.36487/acg_repo/2355_68","title":"Vacuum disc filters go beyond","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tribology and Lubrication Engineering","field":"Engineering","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Computer science; Optoelectronics; Materials science","score_opus":0.007363141453023107,"score_gpt":0.19488383284129804,"score_spread":0.18752069138827493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87324244,0.0011925958,0.05911587,0.0015814551,0.0050758137,0.0004858057,0.00012064612,0.0067253364,0.05246001],"genre_scores_gemma":[0.99593675,0.00006426472,0.00042976148,0.000056564557,0.0001873539,0.000047167825,0.000052877687,0.00005302545,0.0031722088],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99914014,0.000014282966,0.00019014915,0.00017372845,0.000110868976,0.00037084878],"domain_scores_gemma":[0.999527,0.000077556506,0.00001773071,0.00026784683,0.000014952481,0.00009491249],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010590134,0.00016110396,0.00015633245,0.0001701782,0.00005945416,0.000021832255,0.00017294876,0.000087573906,0.00018910783],"category_scores_gemma":[0.000015438423,0.00016649268,0.00006184544,0.00049139827,0.000024591916,0.0001245794,0.00004296058,0.00018136563,0.002559828],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027255688,0.000056308367,0.010294523,0.000572308,0.00047869576,0.00014424401,0.0038163895,0.66167766,0.08873393,0.007160558,0.18862401,0.03841411],"study_design_scores_gemma":[0.0015760836,0.00009036268,0.12522033,0.00011276476,0.000093784285,0.00006586708,0.0006326445,0.33303484,0.015667163,0.0012257369,0.5207776,0.0015028564],"about_ca_topic_score_codex":0.0000015229716,"about_ca_topic_score_gemma":0.0000025603244,"teacher_disagreement_score":0.33215356,"about_ca_system_score_codex":0.000030449255,"about_ca_system_score_gemma":0.0000063305474,"threshold_uncertainty_score":0.9982168},"labels":[],"label_agreement":null},{"id":"W4367155259","doi":"10.36487/acg_repo/2355_49","title":"Stacked deposits of thickened and filtered fluid fine tailings using geotextile tubes – concepts/lessons learned updates","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada); Banff Centre; Geomechanica (Canada); University of Alberta","funders":"University of Alberta","keywords":"Geotextile; Tailings; Geology; Tailings dam; Computer science; Geotechnical engineering; Mining engineering; Materials science; Metallurgy","score_opus":0.04523432896475996,"score_gpt":0.2738174336452301,"score_spread":0.22858310468047013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155259","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964335,0.0011461062,0.00039067274,0.00030713403,0.00024940076,0.00023905987,0.000028873992,0.00047185874,0.00073342584],"genre_scores_gemma":[0.9980008,0.00031112568,0.0006029509,0.000025525716,0.00007691942,0.000013719445,0.00005092978,0.00006501184,0.0008530091],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865466,0.000045546534,0.00037669617,0.0002882914,0.0002146994,0.00042010748],"domain_scores_gemma":[0.9994115,0.0001036623,0.000055236833,0.00027774455,0.00006825547,0.00008355487],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022348283,0.0002600043,0.0003639602,0.00020380867,0.0001215441,0.00008914008,0.00020146786,0.0000954346,0.00008637971],"category_scores_gemma":[0.00006203131,0.000248629,0.00006984993,0.0003992731,0.00010849332,0.00025541414,0.0001951525,0.00015046871,0.00006400902],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011824187,0.000028932083,0.0034072057,0.0012181138,0.00033980625,0.000029698429,0.0043979995,0.06451899,0.89900666,0.00056961,0.0014773483,0.024887405],"study_design_scores_gemma":[0.0018551652,0.000200762,0.002589355,0.00055152806,0.00020906694,0.000010752606,0.003065589,0.502799,0.48012164,0.00061058096,0.0070458157,0.0009407607],"about_ca_topic_score_codex":0.00004782461,"about_ca_topic_score_gemma":0.000059904924,"teacher_disagreement_score":0.43828,"about_ca_system_score_codex":0.00001976402,"about_ca_system_score_gemma":0.00001676768,"threshold_uncertainty_score":0.9999966},"labels":[],"label_agreement":null},{"id":"W4367155264","doi":"10.36487/acg_repo/2355_41","title":"Loop pumping tests of crushed rock mixed with thickened tailings","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Grouting, Rheology, and Soil Mechanics","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Geology; Mining engineering; Geotechnical engineering; Metallurgy; Materials science","score_opus":0.012406743064104872,"score_gpt":0.20924047230911272,"score_spread":0.19683372924500786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9878438,0.00012605243,0.0064453995,0.00007565054,0.0006109104,0.00022094755,0.000008597826,0.00081449497,0.00385413],"genre_scores_gemma":[0.9984049,0.00003978999,0.00051504385,0.00004210471,0.00010170492,0.000026653259,0.000018724846,0.00008751681,0.0007635709],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99841607,0.000045245324,0.00039778417,0.0002997424,0.00027110652,0.0005700852],"domain_scores_gemma":[0.99909943,0.00016431509,0.00010380134,0.0004036348,0.00010852897,0.00012027541],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033050278,0.0002749039,0.00041343033,0.00021368792,0.00008738541,0.000026398204,0.00026531002,0.00017720359,0.000033200602],"category_scores_gemma":[0.00012633082,0.000255501,0.000084068095,0.0006710316,0.000038349244,0.00011506866,0.000092386974,0.000276506,0.00023811095],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034521546,0.00023018276,0.035165396,0.0037830793,0.0010739281,0.00042583284,0.01656464,0.38715133,0.5214273,0.014808063,0.0032125732,0.015812507],"study_design_scores_gemma":[0.0034765224,0.00061707775,0.014879476,0.0009084635,0.00021566194,0.00010144229,0.005391274,0.80210793,0.16744119,0.0018360206,0.0015059253,0.0015189971],"about_ca_topic_score_codex":0.00002535033,"about_ca_topic_score_gemma":0.00010478983,"teacher_disagreement_score":0.41495663,"about_ca_system_score_codex":0.000037416856,"about_ca_system_score_gemma":0.000035261655,"threshold_uncertainty_score":0.99998975},"labels":[],"label_agreement":null},{"id":"W4367155279","doi":"10.36487/acg_repo/2355_67","title":"Experimental validation of a prediction model of the compressive strength of cemented rockfills","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Banff Centre; Université du Québec en Abitibi-Témiscamingue; Geomechanica (Canada); Agnico Eagle (Canada); University of Alberta","funders":"Fondazione Italiana per la Ricerca sul Cancro; Fondation de l’Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Compressive strength; Predictive modelling; Computer science; Geotechnical engineering; Materials science; Engineering; Machine learning; Composite material","score_opus":0.01775942390923438,"score_gpt":0.2240643545456458,"score_spread":0.20630493063641142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155279","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99161035,0.000049318915,0.006071586,0.0000059121558,0.00035413203,0.00018333967,0.00014695319,0.00007624624,0.001502179],"genre_scores_gemma":[0.99968046,0.0000113372525,0.00012715287,0.0000025970207,0.000019891986,0.000014943937,0.00003398314,0.000017716411,0.000091891176],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991767,0.000037354668,0.00034690098,0.00010182657,0.00019757875,0.00013968679],"domain_scores_gemma":[0.9995107,0.000036572896,0.00015278903,0.000213474,0.000062854226,0.000023581179],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009942919,0.00010166087,0.00018780334,0.00007938748,0.000028632106,0.0000026171126,0.00013757995,0.000065579756,0.000015750755],"category_scores_gemma":[0.000021866164,0.000087174936,0.00007234993,0.00020409099,0.000037096415,0.00005673827,0.000074152245,0.00007286068,0.0000025902748],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016283582,0.000053454223,0.0009969559,0.00013836205,0.00007372212,1.804538e-7,0.0033165752,0.48692694,0.50704753,0.0010237799,0.00021320922,0.00019299431],"study_design_scores_gemma":[0.00026887617,0.000035951107,0.00031807448,0.000049805632,0.000015790874,3.9150402e-7,0.0009965842,0.51166224,0.48652494,0.00008808648,0.000003752303,0.00003550117],"about_ca_topic_score_codex":0.000013544501,"about_ca_topic_score_gemma":0.0000021009312,"teacher_disagreement_score":0.024735322,"about_ca_system_score_codex":0.000022844222,"about_ca_system_score_gemma":0.000012485099,"threshold_uncertainty_score":0.35548908},"labels":[],"label_agreement":null},{"id":"W4367155325","doi":"10.36487/acg_repo/2355_02","title":"Case study: Brucejack paste backfill pumping system","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Belt Conveyor Systems Engineering","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":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Computer science; Geotechnical engineering; Geology","score_opus":0.023430451489741964,"score_gpt":0.2156118539694992,"score_spread":0.19218140247975724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367155325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97751576,0.00024185788,0.0032790243,0.000022646645,0.0041668336,0.0011369486,0.000039584294,0.0059344335,0.007662919],"genre_scores_gemma":[0.9976426,0.000008952538,0.0001515369,0.000011221388,0.000703455,0.00024956767,0.000013608231,0.00030739652,0.00091166084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9967062,0.00012871444,0.0009035727,0.0006251398,0.00052786776,0.0011084899],"domain_scores_gemma":[0.9982232,0.00018772171,0.00009772857,0.0010431942,0.00010062391,0.0003475749],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007640989,0.00061987387,0.0007268683,0.0005670903,0.00020157588,0.00019276308,0.00042636064,0.00019611932,0.00004506608],"category_scores_gemma":[0.000036969355,0.00067291723,0.00017949379,0.0014635802,0.00002892307,0.00034665948,0.00021472035,0.00046599825,0.0026483845],"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":[0.000043612905,0.00020004959,0.02490859,0.012015273,0.0025202683,0.08973737,0.026430193,0.7774933,0.029978823,0.0010106629,0.009626307,0.026035558],"study_design_scores_gemma":[0.003165906,0.00024430847,0.0028075257,0.0012494546,0.00026076083,0.015017854,0.049096897,0.9099975,0.0034365298,0.0000062128333,0.012192163,0.0025248886],"about_ca_topic_score_codex":0.00018454267,"about_ca_topic_score_gemma":0.00013154761,"teacher_disagreement_score":0.13250421,"about_ca_system_score_codex":0.0003090694,"about_ca_system_score_gemma":0.00002747668,"threshold_uncertainty_score":0.9995722},"labels":[],"label_agreement":null},{"id":"W4408953090","doi":"10.36487/acg_repo/2555_33","title":"Utilisation of copper slags as supplementary cementitious materials in cemented paste backfill","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Cementitious; Copper; Metallurgy; Materials science; Cement; Copper mine","score_opus":0.008680258981976987,"score_gpt":0.2143476947070026,"score_spread":0.2056674357250256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408953090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9684056,0.00027342024,0.0002673252,0.00028289054,0.0009353802,0.00062707765,0.00012259553,0.00011121474,0.028974477],"genre_scores_gemma":[0.9963757,0.00014126938,0.00019532307,0.00016781068,0.000049695976,0.000073472474,0.000246565,0.000029960936,0.0027202019],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998543,0.000058316728,0.0006110074,0.00023081037,0.00021252967,0.0003443271],"domain_scores_gemma":[0.9995394,0.000031109103,0.00007749367,0.00027127596,0.000046982837,0.00003374614],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00026691175,0.0002271903,0.00030651756,0.00035415258,0.000043424883,0.000055785044,0.0001996484,0.00006450546,0.0026252263],"category_scores_gemma":[0.00001443915,0.00023144903,0.000052594547,0.0003163151,0.000041102776,0.00019307827,0.0001217803,0.00008701518,0.0000983953],"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":[0.00057910057,0.0004945738,0.048176125,0.005077271,0.0010752532,0.000037011447,0.004895264,0.01198862,0.83957565,0.0075005363,0.061458137,0.019142477],"study_design_scores_gemma":[0.005800744,0.00034016103,0.010348497,0.0011293874,0.00025564333,0.0000025768982,0.0051346393,0.004973028,0.80069894,0.0013976513,0.1689173,0.0010014463],"about_ca_topic_score_codex":0.00031023088,"about_ca_topic_score_gemma":0.00020405962,"teacher_disagreement_score":0.107459165,"about_ca_system_score_codex":0.000082054736,"about_ca_system_score_gemma":0.000016403792,"threshold_uncertainty_score":0.9982865},"labels":[],"label_agreement":null},{"id":"W4408953092","doi":"10.36487/acg_repo/2555_34","title":"Assessment of the flowability and compressive strength of cemented paste backfills composed of muscovite-rich tailings: impact of admixtures","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; IAMGOLD","keywords":"Muscovite; Tailings; Compressive strength; Materials science; Metallurgy; Geotechnical engineering; Composite material; Geology; Quartz","score_opus":0.007245689711214604,"score_gpt":0.2510581097017082,"score_spread":0.2438124199904936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408953092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99400455,0.0006141312,0.00058270356,0.000024767092,0.00018164446,0.00053270365,0.00012293024,0.000025527297,0.003911022],"genre_scores_gemma":[0.9992076,0.000060234106,0.0005287635,0.000007227284,0.000012426704,0.000010472906,0.000012437532,0.000017099394,0.00014370267],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9984398,0.0001153527,0.00074622757,0.0002042007,0.00028022213,0.00021420445],"domain_scores_gemma":[0.99869454,0.00021994069,0.00034713166,0.0004977154,0.00020081087,0.000039882227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026123764,0.00024301393,0.0006084618,0.00016649744,0.000036643967,0.000013111854,0.0003268957,0.00007246259,0.00008607384],"category_scores_gemma":[0.000049642895,0.00016837372,0.00019055729,0.00038722722,0.00021011304,0.00009946028,0.00024427442,0.00015783786,3.4051132e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026667485,0.00044096052,0.42069274,0.0071149073,0.0017973436,7.871351e-7,0.001602309,0.098730095,0.46363685,0.001030246,0.00046780836,0.0042192833],"study_design_scores_gemma":[0.0027882983,0.00056184584,0.5921349,0.001556025,0.0004072024,5.8197185e-7,0.0015696731,0.08593286,0.3141376,0.00020594067,0.00032580594,0.00037929544],"about_ca_topic_score_codex":0.00014138267,"about_ca_topic_score_gemma":0.000024355182,"teacher_disagreement_score":0.17144212,"about_ca_system_score_codex":0.000041549276,"about_ca_system_score_gemma":0.000056337092,"threshold_uncertainty_score":0.6866081},"labels":[],"label_agreement":null},{"id":"W4408953095","doi":"10.36487/acg_repo/2555_39","title":"Influencing factors on the efficiency of tailings slurry thickening with sodium polyacrylate superabsorbent polymers","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Coal Combustion and Slurry Processing","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Superabsorbent polymer; Sodium polyacrylate; Slurry; Tailings; Polymer; Thickening; Materials science; Sodium; Thickening agent; Composite material; Chemistry; Polymer science; Metallurgy; Raw material; Organic chemistry","score_opus":0.008517715748954458,"score_gpt":0.20542509546886376,"score_spread":0.1969073797199093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408953095","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98494804,0.00039282022,0.0028319142,0.00030323942,0.00032132972,0.00017961611,0.0000040099726,0.00022311481,0.0107959425],"genre_scores_gemma":[0.9992082,0.000012843773,0.00007074602,0.00022873936,0.00002632818,0.000009073997,0.0000025143634,0.00003290128,0.00040862846],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99863774,0.000043558946,0.00037010422,0.0002439561,0.00031944914,0.00038517773],"domain_scores_gemma":[0.9992269,0.00023580875,0.00007046676,0.00031719415,0.000077074656,0.00007250018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023358532,0.00027496743,0.00026747756,0.00022530038,0.0002832006,0.00008120134,0.00027887267,0.00008478038,0.00008425581],"category_scores_gemma":[0.000061669794,0.00018696021,0.00008464412,0.0006361591,0.000107745676,0.00014015683,0.00006342306,0.00042710832,0.000010628892],"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":[0.0007697404,0.00040045718,0.09304165,0.0032393252,0.0011843223,0.00004919853,0.06916903,0.3476293,0.4175029,0.02177962,0.00081570714,0.04441872],"study_design_scores_gemma":[0.00321836,0.0006705966,0.018954288,0.004838872,0.0003500221,0.00001627526,0.03720318,0.15959562,0.7669181,0.00040021047,0.0057109264,0.002123493],"about_ca_topic_score_codex":0.00005349159,"about_ca_topic_score_gemma":0.000017447112,"teacher_disagreement_score":0.3494152,"about_ca_system_score_codex":0.00006987839,"about_ca_system_score_gemma":0.000075350436,"threshold_uncertainty_score":0.7624016},"labels":[],"label_agreement":null},{"id":"W4408953101","doi":"10.36487/acg_repo/2555_26","title":"Investigating the cyclic response of layered densified tailings deposits to drying–wetting phases: insights from shaking table tests","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Wetting; Geotechnical engineering; Earthquake shaking table; Geology; Materials science; Composite material; Metallurgy","score_opus":0.015955946933529527,"score_gpt":0.229504632122275,"score_spread":0.21354868518874548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408953101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99025685,0.0015877554,0.0021273415,0.0003305209,0.00043015918,0.00047670616,0.000006076545,0.00034530554,0.004439265],"genre_scores_gemma":[0.99641013,0.000010720113,0.0021282877,0.00046075578,0.00010890513,0.00005335695,0.0000075490248,0.00005227904,0.0007680361],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981845,0.00013772886,0.00061423023,0.0003612241,0.0002783858,0.00042392302],"domain_scores_gemma":[0.9983587,0.0008026541,0.00014403566,0.0004933659,0.00010801681,0.00009320964],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000407301,0.0003091601,0.00036738196,0.00027422523,0.00029063955,0.00020020879,0.00049063715,0.000095939584,0.000015364765],"category_scores_gemma":[0.00067451893,0.0002524749,0.00007949351,0.000894043,0.00006449763,0.0002556045,0.00027329044,0.0002756328,0.00002710931],"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":[0.00014434454,0.00002031346,0.0068361373,0.00021886376,0.00020147672,0.000008785247,0.0067543765,0.03369068,0.94383746,0.00023000171,0.0007209436,0.0073366105],"study_design_scores_gemma":[0.0013220601,0.00010914376,0.009887455,0.002505787,0.00019808115,0.000002500012,0.004577677,0.052064497,0.9190333,0.0006916257,0.008856323,0.0007515701],"about_ca_topic_score_codex":0.0002561453,"about_ca_topic_score_gemma":0.00021109064,"teacher_disagreement_score":0.024804188,"about_ca_system_score_codex":0.000067290915,"about_ca_system_score_gemma":0.000044495122,"threshold_uncertainty_score":0.9999927},"labels":[],"label_agreement":null},{"id":"W4408953148","doi":"10.36487/acg_repo/2555_13","title":"Operational considerations regarding the impact of variations in muscovite content in mine tailings on the flowability of cemented paste backfill","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; IAMGOLD","keywords":"Tailings; Muscovite; Geotechnical engineering; Mining engineering; Geology; Environmental science; Metallurgy; Materials science; Quartz","score_opus":0.03536820111794488,"score_gpt":0.24682759336245028,"score_spread":0.21145939224450538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408953148","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9885732,0.00014305538,0.001191269,0.0019334868,0.00015673511,0.0007383809,0.000036012847,0.00002749464,0.0072003924],"genre_scores_gemma":[0.9992455,0.000019972802,0.00014781639,0.000106485226,0.000020378497,0.00007839903,0.000013845894,0.000011025466,0.00035654366],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875176,0.00013620516,0.00059646124,0.00016319922,0.00016345298,0.00018894495],"domain_scores_gemma":[0.9988791,0.0005757442,0.00008016935,0.00032433745,0.00012266374,0.000018028864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067287084,0.00016059804,0.00024842628,0.00020941324,0.0000794514,0.000044116303,0.00015549522,0.00004479687,0.00016062931],"category_scores_gemma":[0.00038468285,0.000098163575,0.0001054268,0.00041147412,0.000078353274,0.00011820953,0.000065077336,0.00018786274,0.00000454131],"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":[0.00013641341,0.0002834329,0.090529956,0.00024704452,0.00037427992,0.0000021048986,0.0043311836,0.8266066,0.03620615,0.0384963,0.002018227,0.0007683455],"study_design_scores_gemma":[0.004060956,0.00031957726,0.3017897,0.0011977449,0.00012383267,0.0000018686965,0.0044602295,0.65968484,0.022751184,0.003927549,0.0011241658,0.0005583729],"about_ca_topic_score_codex":0.0007434234,"about_ca_topic_score_gemma":0.0008006736,"teacher_disagreement_score":0.21125975,"about_ca_system_score_codex":0.00010798978,"about_ca_system_score_gemma":0.000053406853,"threshold_uncertainty_score":0.40029943},"labels":[],"label_agreement":null},{"id":"W4408953153","doi":"10.36487/acg_repo/2555_24","title":"Measurement of the shear strength of centrifuged oil sands tailings using different soil mechanics procedures","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Oil sands; Geotechnical engineering; Soil mechanics; Shear strength (soil); Petroleum engineering; Shear (geology); Geology; Environmental science; Mechanics; Materials science; Soil water; Soil science; Composite material; Metallurgy; Physics","score_opus":0.008115017429561819,"score_gpt":0.19499157034855086,"score_spread":0.18687655291898903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408953153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9673256,0.0018264246,0.028487373,0.00008282762,0.00088945194,0.00016592894,0.000015610129,0.00018932251,0.0010174295],"genre_scores_gemma":[0.99950385,0.00006538951,0.00027623464,0.00001151105,0.00003417915,0.0000076287124,0.0000011955879,0.000026761561,0.00007327486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858546,0.000029502187,0.0004535836,0.00018303994,0.00044800164,0.0003003981],"domain_scores_gemma":[0.9993307,0.0000367257,0.0000826306,0.00037861522,0.000116579584,0.00005474378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015674859,0.00024235329,0.0003610307,0.00011130365,0.000063376996,0.000018535504,0.00029855027,0.00013172378,0.000010570109],"category_scores_gemma":[0.00013950234,0.00017620983,0.00016165996,0.00032382976,0.000034371813,0.00003527221,0.00008943332,0.00026379514,3.2863886e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027420372,0.000062914885,0.00018383164,0.002099538,0.00023264249,5.4780696e-7,0.00016193427,0.69333714,0.29693693,0.0036600295,0.00010074631,0.0031963356],"study_design_scores_gemma":[0.0012709446,0.00006682954,0.002167592,0.0020581617,0.00025558218,0.0000068871605,0.00025644904,0.49171326,0.49970672,0.0013718163,0.00068156386,0.00044420868],"about_ca_topic_score_codex":0.000030847754,"about_ca_topic_score_gemma":0.000033891964,"teacher_disagreement_score":0.20276979,"about_ca_system_score_codex":0.00010862614,"about_ca_system_score_gemma":0.00006859364,"threshold_uncertainty_score":0.71856284},"labels":[],"label_agreement":null}]}