{"meta":{"query_hash":"f1e295fd2693","filters":{"topic":"Tailings Management and Properties"},"cohort_total":698,"direct_labels_cover":0,"predictions_cover":698,"exported":698,"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/f1e295fd2693","api":"https://metacan.xera.ac/api/v1/cohort?topic=Tailings+Management+and+Properties"},"results":[{"id":"W108917607","doi":"","title":"Tailings facility management design and practice : geotechnical engineering","year":2012,"lang":"en","type":"article","venue":"","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; Sustainability; Engineering; Closure (psychology); Business; Environmental planning; Civil engineering; Geography; Political science","score_opus":0.022406530368674325,"score_gpt":0.2115284024896553,"score_spread":0.18912187212098097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W108917607","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12443562,0.011158986,0.5634165,0.03109306,0.00038475395,0.00092618546,0.00008478176,0.0006500812,0.26785007],"genre_scores_gemma":[0.738956,0.006967821,0.21455346,0.00070606504,0.00013592967,0.00034385372,0.00008523835,0.000116828014,0.038134906],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99554056,0.0019508805,0.00024558362,0.00025361715,0.0017561158,0.00025327975],"domain_scores_gemma":[0.9968256,0.0009213771,0.00037284166,0.0003519261,0.0011447624,0.00038339818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0058925627,0.00048790802,0.00021026547,0.0015811763,0.0020752223,0.0066002593,0.0015368807,0.0026398834,0.0055636875],"category_scores_gemma":[0.0063286633,0.00044484957,0.00025440514,0.0017727839,0.004268208,0.0031327384,0.0020755294,0.0011233954,0.0015701842],"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":[0.000039606297,0.00057646673,0.0110771,0.0012121273,0.0000307941,0.00054922525,0.0136933625,0.027213546,0.0057073254,0.31287637,0.02517501,0.6018491],"study_design_scores_gemma":[0.000032495253,0.00067780423,0.01925124,0.0035544224,0.000039654104,0.0012878863,0.043853246,0.044325445,0.0061994507,0.23754327,0.64310986,0.00012518177],"about_ca_topic_score_codex":0.004086325,"about_ca_topic_score_gemma":0.0075500486,"teacher_disagreement_score":0.0066002593,"about_ca_system_score_codex":0.0038128416,"about_ca_system_score_gemma":0.0062559126,"threshold_uncertainty_score":0.031163216},"labels":[],"label_agreement":null},{"id":"W1131229008","doi":"","title":"Subaqueous disposal of reactive mine tailings :Louvicourt mine test cells.","year":2001,"lang":"en","type":"article","venue":"EspaceINRS (National Institute for Scientific Research (Canada))","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Division of Ocean Sciences; Natural Resources Canada","keywords":"Tailings; Mining engineering; Geology; Copper mine; Chemistry","score_opus":0.0312998128522016,"score_gpt":0.2700930727694441,"score_spread":0.2387932599172425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1131229008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961378,0.00013861453,0.0018284229,0.000037130616,0.000016749302,0.00005929943,0.00015613622,0.000054919157,0.0015709167],"genre_scores_gemma":[0.99354446,0.000123261,0.0024755236,0.000037345704,0.0000034780473,0.00004087831,0.00027442555,0.000012821522,0.0034879148],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994999,0.00008265079,0.000020502797,0.000069174646,0.00024773553,0.000080061385],"domain_scores_gemma":[0.9994646,0.00008686379,0.000060412753,0.000057756417,0.00026032,0.00007009513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045854604,0.00025776005,0.0002559747,0.00022968798,0.00040836705,0.0005000231,0.0007582819,0.0008158525,0.001391857],"category_scores_gemma":[0.00079785474,0.00008634801,0.00022407171,0.0001758153,0.00032677923,0.00047913415,0.0005933622,0.000291043,0.00038064053],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033828986,0.0011704537,0.022267388,0.00028248492,0.000047526664,0.00049305096,0.00054151873,0.004365441,0.9183819,0.0005668585,0.001334524,0.047165927],"study_design_scores_gemma":[0.00019389173,0.015625937,0.02043642,0.000022623284,0.000059538004,0.00051697803,0.00074992975,0.010038295,0.9442161,0.00026612228,0.007841692,0.000032444797],"about_ca_topic_score_codex":0.005360417,"about_ca_topic_score_gemma":0.006402881,"teacher_disagreement_score":0.9946396,"about_ca_system_score_codex":0.0003317002,"about_ca_system_score_gemma":0.00044811645,"threshold_uncertainty_score":0.010658443},"labels":[],"label_agreement":null},{"id":"W144373182","doi":"","title":"Experimental and Computational Assessment of Tailings Binder Matrices for Construction Purposes in Cold Regions","year":2012,"lang":"en","type":"dissertation","venue":"Spectrum Research Repository (Concordia University)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"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; Durability; Compressive strength; Fly ash; Portland cement; Geotechnical engineering; Weathering; Cement; Environmental science; Slag (welding); Waste management; Materials science; Metallurgy; Engineering; Geology; Composite material","score_opus":0.025314277971513307,"score_gpt":0.2789097555422866,"score_spread":0.2535954775707733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W144373182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886169,0.00004738633,0.0062407586,0.00005037547,0.00001086375,0.00004442403,0.00042654166,0.0000951264,0.004467652],"genre_scores_gemma":[0.9928094,0.00004711063,0.0060960716,0.000008981562,0.0000020517875,0.00004324685,0.00021612622,0.0000130273065,0.00076408504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998673,0.000018939207,0.0000079033825,0.000025556705,0.000050103394,0.000030253741],"domain_scores_gemma":[0.99949884,0.00025817694,0.000047460086,0.000056488585,0.00010876286,0.000030227944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033552363,0.0003545139,0.0003372033,0.00041684025,0.00044049666,0.00049635663,0.0006735781,0.00066457805,0.0018822362],"category_scores_gemma":[0.0006600413,0.00022340105,0.00037309498,0.000387502,0.0004579229,0.00036484454,0.0003579284,0.00038647305,0.00017523387],"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":[0.0002482212,0.00028284802,0.006452284,0.00016092727,0.000014896494,0.00023747131,0.00010482908,0.93535817,0.048443407,0.0013033213,0.00034501016,0.0070487093],"study_design_scores_gemma":[0.000020846106,0.0002738707,0.0028816627,0.000007925823,0.000010223085,0.000022427186,0.00012586206,0.9658541,0.03010643,0.0002368441,0.00044740603,0.000012429984],"about_ca_topic_score_codex":0.008337355,"about_ca_topic_score_gemma":0.0099548055,"teacher_disagreement_score":0.008337355,"about_ca_system_score_codex":0.00055031414,"about_ca_system_score_gemma":0.0005448415,"threshold_uncertainty_score":0.016577661},"labels":[],"label_agreement":null},{"id":"W147375599","doi":"10.1007/978-3-319-02678-7_38","title":"Backfill Practices for Sublevel Stoping System","year":2013,"lang":"en","type":"book-chapter","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Stoping; Mining engineering; Pillar; Geotechnical engineering; Engineering; Geology; Structural engineering","score_opus":0.05466569126164269,"score_gpt":0.21781336361360645,"score_spread":0.16314767235196376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W147375599","genre_codex":"methods","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03919921,0.0061473055,0.48572558,0.0033369197,0.00037950563,0.00029064497,0.00052844785,0.008409758,0.45598263],"genre_scores_gemma":[0.2846737,0.0059466073,0.2515291,0.0009453969,0.00014369129,0.00022026466,0.0013443747,0.004389347,0.45080745],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982066,0.0002503307,0.00008097255,0.00020125862,0.0010809662,0.00017988891],"domain_scores_gemma":[0.9984492,0.00042304295,0.00007889935,0.0005569656,0.0004315153,0.000060350052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016661959,0.0005982561,0.0003182977,0.0013200105,0.0014028416,0.003901979,0.0016730942,0.0010879413,0.017582385],"category_scores_gemma":[0.002714007,0.0005023501,0.00039808272,0.0012614814,0.0010464021,0.004700248,0.0017249747,0.0016465592,0.005247178],"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":[0.000051822102,0.00012566624,0.0013537944,0.00030157322,0.000015023729,0.00027766297,0.0043154764,0.0055958987,0.0083807735,0.18455608,0.046885222,0.748141],"study_design_scores_gemma":[0.000010325417,0.00010887321,0.0019650725,0.0006151733,0.000035066616,0.00073033647,0.002149112,0.017323408,0.01798751,0.090843566,0.86816716,0.0000643757],"about_ca_topic_score_codex":0.0065775276,"about_ca_topic_score_gemma":0.012870489,"teacher_disagreement_score":0.017582385,"about_ca_system_score_codex":0.0023561083,"about_ca_system_score_gemma":0.0020055042,"threshold_uncertainty_score":0.058818936},"labels":[],"label_agreement":null},{"id":"W1557701935","doi":"","title":"Investigation Of The Use Of Mine Tailings For Unpaved Road Base","year":2010,"lang":"en","type":"article","venue":"ScholarWorks@UMassAmherst (University of Massachusetts Amherst)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"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; Mining engineering; Work (physics); Environmental science; Geotechnical engineering; Waste management; Engineering; Metallurgy","score_opus":0.034136210336986536,"score_gpt":0.1828531858785162,"score_spread":0.14871697554152968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1557701935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99935156,0.00003902648,0.00015322225,0.0000034679156,6.817993e-7,0.000008782411,0.000021435731,0.0000023731798,0.00041946137],"genre_scores_gemma":[0.99805045,0.00011869853,0.0009390508,0.0000056287563,6.959962e-7,0.000004343551,0.000053181902,0.0000018748005,0.000826035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996331,0.00005497779,0.000021257405,0.000038873233,0.00019343954,0.000058394544],"domain_scores_gemma":[0.9994406,0.000108642394,0.00012257307,0.000047575504,0.0002380223,0.000042501702],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033678196,0.0001784463,0.00012941087,0.0006253542,0.00046984165,0.00042062913,0.00055906764,0.00029479602,0.00051787164],"category_scores_gemma":[0.0008483454,0.0001336854,0.00016119929,0.00039863735,0.00031615133,0.00028049244,0.00021483036,0.00012951999,0.00016165798],"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":[0.0009110496,0.00045192795,0.30303124,0.0003501553,0.00006292024,0.0020633505,0.0017471996,0.0030564019,0.6036595,0.00041311292,0.00028733056,0.08396586],"study_design_scores_gemma":[0.000012465148,0.005226823,0.6000203,0.00005933358,0.00009566383,0.0019811613,0.0046203597,0.0037234258,0.37862182,0.00012464571,0.005483378,0.00003058148],"about_ca_topic_score_codex":0.01312665,"about_ca_topic_score_gemma":0.06310959,"teacher_disagreement_score":0.01312665,"about_ca_system_score_codex":0.00050524774,"about_ca_system_score_gemma":0.0006389356,"threshold_uncertainty_score":0.026100457},"labels":[],"label_agreement":null},{"id":"W1578549458","doi":"","title":"Caractérisation minéralogique, évolution microstructurale et comportement environnemental de remblais miniers cimentés en pâte = Mineralogical Characterization, Microstructural Evolution and Environmental Behaviour of Mine Cemented Paste Backfills.","year":2006,"lang":"fr","type":"dissertation","venue":"Depositum (Université du Québec en Abitibi-Témiscamingue)","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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Mineralogy; Geotechnical engineering; Geochemistry","score_opus":0.0025947696550733903,"score_gpt":0.16072696407737574,"score_spread":0.15813219442230236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1578549458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99681073,0.00058504567,0.0011356602,0.000020225301,0.0000039236584,0.0000106984135,0.00050819956,0.000041672178,0.0008837967],"genre_scores_gemma":[0.99562943,0.0002740142,0.0012961407,0.0000142715735,0.0000018928728,0.000015187825,0.00041836104,0.000018709336,0.0023319388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982494,0.000013735567,0.000008496264,0.00004964856,0.00007595182,0.000027275464],"domain_scores_gemma":[0.9998803,0.000024506106,0.00003240512,0.000009178973,0.000043252734,0.000010303046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000273226,0.0002116806,0.00024305435,0.00044695614,0.00024098544,0.00036643894,0.00020151018,0.00040406644,0.0018874839],"category_scores_gemma":[0.00022911993,0.00021466083,0.0003000969,0.00035866414,0.00024567568,0.00029585103,0.00016304628,0.00027182422,0.00032619096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002587029,0.000025314555,0.0076110684,0.00009344719,0.000019309313,0.00012273554,0.00011536503,0.0007930681,0.98466575,0.00006108268,0.00010740125,0.006126765],"study_design_scores_gemma":[0.0000063919633,0.0003930643,0.09209669,0.000017104558,0.000039206006,0.00028038103,0.00033857953,0.0035860932,0.898661,0.00007731839,0.004487964,0.000016130394],"about_ca_topic_score_codex":0.0046318127,"about_ca_topic_score_gemma":0.011712493,"teacher_disagreement_score":0.9953682,"about_ca_system_score_codex":0.00039387812,"about_ca_system_score_gemma":0.00020239364,"threshold_uncertainty_score":0.0092096925},"labels":[],"label_agreement":null},{"id":"W1597715745","doi":"","title":"Effect of specimen composition on the strength development in cemented paste backfill","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Composition (language); Geology; Materials science","score_opus":0.006299647997454271,"score_gpt":0.17523566354255202,"score_spread":0.16893601554509774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1597715745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988876,0.00015380127,0.00048045922,0.000010153798,0.000011495648,0.000007740694,0.00005766261,0.000027413662,0.0003636744],"genre_scores_gemma":[0.9983365,0.000078634075,0.00066444767,0.000020437494,0.000004177844,0.0000075104354,0.000089167756,0.000026424914,0.0007727799],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996538,0.000074374715,0.000050214952,0.000053197637,0.000111016016,0.000057338857],"domain_scores_gemma":[0.9987203,0.0004226732,0.00017773201,0.00010297136,0.00039565802,0.00018067694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007396907,0.00032079243,0.00039151873,0.00032498006,0.00034889285,0.00038111367,0.0003185782,0.0003971777,0.0037265457],"category_scores_gemma":[0.0014676019,0.00048334958,0.00024871243,0.0002728665,0.00041521643,0.00063184655,0.00030402173,0.00036679162,0.00050525524],"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":[0.0027317083,0.00009684228,0.0028798585,0.00007043565,0.00001924493,0.00014962238,0.000106907864,0.00109053,0.9886628,0.00004235102,0.000054245997,0.004095585],"study_design_scores_gemma":[0.00001849376,0.0013661273,0.0113585405,0.000006740004,0.000038949922,0.00008921774,0.00013627711,0.0011563546,0.98540556,0.000020536112,0.0003942277,0.000008914107],"about_ca_topic_score_codex":0.0009678441,"about_ca_topic_score_gemma":0.002867528,"teacher_disagreement_score":0.0037265457,"about_ca_system_score_codex":0.00022226351,"about_ca_system_score_gemma":0.00039532242,"threshold_uncertainty_score":0.01246655},"labels":[],"label_agreement":null},{"id":"W164804855","doi":"","title":"The Effect of Different Mixing Techniques on the Strength Behavior of Paste Backfill","year":2008,"lang":"en","type":"article","venue":"The 42nd U.S. Rock Mechanics Symposium (USRMS)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Mixing (physics); Materials science; Composite material; Geotechnical engineering; Geology; Physics","score_opus":0.008633732363761686,"score_gpt":0.1895809219415311,"score_spread":0.1809471895777694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W164804855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99698645,0.0010410624,0.0009876458,0.000038985465,0.000043780154,0.000019215719,0.00013107512,0.00004553631,0.0007063377],"genre_scores_gemma":[0.9964855,0.00054408616,0.0020000564,0.000046649126,0.00002125605,0.000019225743,0.00013341504,0.000046179048,0.00070357684],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992834,0.0001608831,0.00010632831,0.0001175648,0.00021749138,0.00011434527],"domain_scores_gemma":[0.99839634,0.00076774467,0.0003220945,0.00013483716,0.00029095955,0.000088054054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081619,0.000623026,0.0004061896,0.00047016065,0.00034249286,0.00055725646,0.0003076093,0.0005133687,0.0017113677],"category_scores_gemma":[0.0029327425,0.00036558878,0.00042103775,0.00042575187,0.00032256995,0.0009381134,0.00034280305,0.0006335712,0.00036648262],"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":[0.0019469722,0.00014275331,0.0015313108,0.00015119398,0.000043401742,0.00007279627,0.00014076469,0.0007470297,0.98577857,0.00007896951,0.00009891723,0.009267431],"study_design_scores_gemma":[0.000017588833,0.0014124664,0.0042496454,0.000010478421,0.00006586224,0.000050574286,0.00006846448,0.000996003,0.99253756,0.000028771461,0.00054634217,0.000016067546],"about_ca_topic_score_codex":0.0006799164,"about_ca_topic_score_gemma":0.0012892896,"teacher_disagreement_score":0.0017113677,"about_ca_system_score_codex":0.00021995863,"about_ca_system_score_gemma":0.00027125573,"threshold_uncertainty_score":0.0057250857},"labels":[],"label_agreement":null},{"id":"W170582019","doi":"10.1023/a:1023624827766","title":"Metal Mine Tailings and Sludge CO-Deposition in a Tailings Pond","year":2003,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Tailings Management and Properties","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Tailings; Effluent; Sediment; Environmental science; Suspended solids; Lime; Total suspended solids; Geology; Hydrology (agriculture); Environmental chemistry; Environmental engineering; Sewage treatment; Chemistry; Geotechnical engineering; Wastewater; Metallurgy; Materials science; Geomorphology","score_opus":0.007874968806459584,"score_gpt":0.1900212811466856,"score_spread":0.18214631234022602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W170582019","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99949753,0.000005719072,0.00007824499,0.000013104377,0.0000016730689,0.000003940302,0.000024851452,0.000011651961,0.0003632796],"genre_scores_gemma":[0.9989786,0.000010495971,0.00014368999,0.000008731523,0.0000017361884,0.0000021118242,0.000026674314,0.0000020829593,0.00082581135],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99989974,0.000011993972,0.000006520729,0.000029746125,0.000023935785,0.00002804016],"domain_scores_gemma":[0.9998386,0.00003828401,0.000025470565,0.000012838233,0.00004151341,0.00004330673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012219358,0.00020306032,0.0003152481,0.00033523538,0.0011137791,0.00046693036,0.00042050207,0.0008112917,0.0014298224],"category_scores_gemma":[0.00020633177,0.00025341453,0.00038325414,0.00027852843,0.0004400579,0.0002700486,0.00053831056,0.00047942746,0.000285195],"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":[0.0051069944,0.0014938744,0.44764867,0.000136251,0.00012956775,0.015990494,0.0018087752,0.0058033303,0.5019403,0.00036387797,0.000903038,0.018674828],"study_design_scores_gemma":[0.00014415124,0.0019193398,0.83632696,0.00001754431,0.000117333366,0.0025342305,0.0034342003,0.035731684,0.118102595,0.0006362603,0.0009915911,0.000044120527],"about_ca_topic_score_codex":0.020727897,"about_ca_topic_score_gemma":0.030858142,"teacher_disagreement_score":0.020727897,"about_ca_system_score_codex":0.0007549285,"about_ca_system_score_gemma":0.0006048016,"threshold_uncertainty_score":0.041214526},"labels":[],"label_agreement":null},{"id":"W175228131","doi":"","title":"Reducing Backfilling Risks","year":2002,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre For Cold Ocean Resources Engineering","funders":"","keywords":"Environmental science; Risk analysis (engineering); Business","score_opus":0.054480783743092696,"score_gpt":0.21219811903838845,"score_spread":0.15771733529529575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W175228131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55209434,0.0007929504,0.3577206,0.002170221,0.00019692803,0.00027075526,0.0001554337,0.0023521292,0.08424664],"genre_scores_gemma":[0.9519293,0.0001638983,0.036445674,0.00017899093,0.000053293174,0.00003650107,0.000107341155,0.00010425484,0.010980738],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9960091,0.0007317539,0.00015186222,0.0003896514,0.002106572,0.000611071],"domain_scores_gemma":[0.98961383,0.0027562284,0.0014796419,0.003148045,0.0024984644,0.00050380535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002459669,0.0007552894,0.0007061357,0.0017994831,0.0013842665,0.0029363907,0.0015705214,0.0016541044,0.008687773],"category_scores_gemma":[0.010228287,0.00032215688,0.0006747009,0.0014038961,0.00078190013,0.0036237682,0.0020850482,0.001464336,0.0013838157],"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":[0.0007389372,0.0019476387,0.020506537,0.00024410429,0.00012997458,0.0005699629,0.0009809738,0.049082126,0.031243047,0.08053058,0.007250136,0.806776],"study_design_scores_gemma":[0.00013900187,0.0017812612,0.027436318,0.00026134233,0.00047418848,0.0019188926,0.0037905495,0.46854815,0.085830875,0.34710675,0.06256822,0.00014444716],"about_ca_topic_score_codex":0.0015297178,"about_ca_topic_score_gemma":0.0026176225,"teacher_disagreement_score":0.008687773,"about_ca_system_score_codex":0.0007830092,"about_ca_system_score_gemma":0.0023993785,"threshold_uncertainty_score":0.029063463},"labels":[],"label_agreement":null},{"id":"W1773174924","doi":"10.1139/cgj-2013-0227","title":"Analytical solution for determining the required strength of a side-exposed mine backfill containing a plug","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Spark plug; Geotechnical engineering; Cement; Engineering; Materials science; Metallurgy; Mechanical engineering","score_opus":0.02577496068924472,"score_gpt":0.2203388046017096,"score_spread":0.19456384391246487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1773174924","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022901984,0.0034942068,0.9633207,0.00037776644,0.0001933891,0.00024009893,0.0003218368,0.0006008037,0.008549213],"genre_scores_gemma":[0.51569736,0.008403883,0.44897753,0.0005014837,0.0002594886,0.00088803377,0.00061150605,0.00024331757,0.024417374],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983779,0.00023542623,0.00010484804,0.0003907044,0.0007987421,0.000092385046],"domain_scores_gemma":[0.9984043,0.00072341814,0.00018388609,0.00007093234,0.00059110316,0.00002643389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001174151,0.0014759662,0.0012358975,0.0026784483,0.00042785078,0.0010103942,0.0019436642,0.0019825434,0.0029115193],"category_scores_gemma":[0.0039936756,0.0007964574,0.001332489,0.0009995588,0.0006788928,0.0016708538,0.000999308,0.0012329174,0.0019347831],"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":[0.00030343508,0.00026299906,0.005315555,0.003718417,0.00017721565,0.00173331,0.00073112204,0.3135288,0.27143914,0.031425472,0.0062042098,0.36516038],"study_design_scores_gemma":[0.00004268707,0.00037479546,0.0028857966,0.000364309,0.00016629847,0.0011341998,0.00046959316,0.8508354,0.106446326,0.014431736,0.022696277,0.00015256257],"about_ca_topic_score_codex":0.0020518962,"about_ca_topic_score_gemma":0.003040492,"teacher_disagreement_score":0.0029115193,"about_ca_system_score_codex":0.0010618323,"about_ca_system_score_gemma":0.0013526793,"threshold_uncertainty_score":0.009739935},"labels":[],"label_agreement":null},{"id":"W1786322593","doi":"10.1139/cgj-2013-0142","title":"Failures of sand tailings dams in a highly seismic country","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Pontificia Universidad Católica de Chile; Pontificia Universidad Católica de Valparaíso; Universidad de Chile; Universidad de Valparaíso","keywords":"Tailings; Tailings dam; Closure (psychology); Geology; Geotechnical engineering; Mining engineering; Environmental science","score_opus":0.005996353037777619,"score_gpt":0.17931972210954736,"score_spread":0.17332336907176973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1786322593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956232,0.00021402724,0.00030431765,0.000060138333,0.000004037914,0.000016069504,0.00011436917,0.00001684195,0.0036469884],"genre_scores_gemma":[0.9980652,0.000293283,0.0001983364,0.000010235937,0.000003144514,0.000004847594,0.000094150106,0.000002417526,0.0013284823],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99969566,0.000059554317,0.000027970265,0.000030105344,0.00009571465,0.00009105969],"domain_scores_gemma":[0.99908614,0.00018742977,0.0003951503,0.00006652834,0.00017491696,0.000089788555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035457933,0.00020538567,0.00017942255,0.0012121616,0.00081556453,0.0005036583,0.00038052863,0.00043398506,0.0011914213],"category_scores_gemma":[0.00083756784,0.00015966922,0.00014277724,0.0012932128,0.0009603351,0.00031795347,0.0006991736,0.00025448785,0.0001671265],"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":[0.00029535143,0.00017480945,0.8770179,0.0003154701,0.000085443,0.025978161,0.0069917217,0.015409214,0.011999038,0.0023667638,0.0045871967,0.054778952],"study_design_scores_gemma":[0.000011491847,0.00023771511,0.970793,0.000091266804,0.000035978203,0.0023244587,0.009547705,0.0032989837,0.003561861,0.0003681895,0.009685148,0.00004415218],"about_ca_topic_score_codex":0.061807595,"about_ca_topic_score_gemma":0.08853456,"teacher_disagreement_score":0.061807595,"about_ca_system_score_codex":0.0014645695,"about_ca_system_score_gemma":0.0010945497,"threshold_uncertainty_score":0.12289566},"labels":[],"label_agreement":null},{"id":"W1851864105","doi":"10.1139/cgj-2014-0447","title":"Effect of waste rock inclusions on the seismic stability of an upstream raised tailings impoundment: a numerical investigation","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Geotechnical engineering; Geology; Tailings dam; Displacement (psychology); Seismic loading","score_opus":0.016452482990177673,"score_gpt":0.21241376483432972,"score_spread":0.19596128184415204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1851864105","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99562955,0.00004100936,0.0025413707,0.000031528,0.000006017523,0.000013446009,0.000057466586,0.0000323674,0.0016473186],"genre_scores_gemma":[0.99727637,0.00004216616,0.0020508738,0.000006385766,0.0000015354453,0.000009798369,0.000037506576,0.0000046848118,0.00057081267],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998623,0.000030115301,0.000010843855,0.000019055367,0.000035753532,0.00004193419],"domain_scores_gemma":[0.9993073,0.0004049576,0.0001097857,0.000045228597,0.000085969776,0.00004663832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033169385,0.0004166053,0.0006112375,0.0006616029,0.00050320727,0.00069607777,0.0006797023,0.001391282,0.0012595076],"category_scores_gemma":[0.0011693392,0.0002926708,0.00071458385,0.00049877615,0.00086490944,0.00034522061,0.00053933053,0.0004448432,0.00011324798],"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":[0.00020693683,0.00013341926,0.008771132,0.000061626895,0.00003233223,0.0007158543,0.00008095822,0.97543883,0.011099488,0.000460016,0.00008718695,0.0029121873],"study_design_scores_gemma":[0.00001749535,0.00018842991,0.0026663945,0.0000083128225,0.000024723013,0.000060735812,0.00010900807,0.9937575,0.0029584565,0.00007649894,0.00012372276,0.000008703052],"about_ca_topic_score_codex":0.012311491,"about_ca_topic_score_gemma":0.009303533,"teacher_disagreement_score":0.012311491,"about_ca_system_score_codex":0.00056556996,"about_ca_system_score_gemma":0.00044274572,"threshold_uncertainty_score":0.024479628},"labels":[],"label_agreement":null},{"id":"W1898800946","doi":"","title":"Strength development and sorptivity of tailings shotcrete under various thermal and chemical loads","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Shotcrete; Sorptivity; Tailings; Geotechnical engineering; Engineering; Materials science; Geology; Metallurgy","score_opus":0.012568538022279394,"score_gpt":0.15427134673092388,"score_spread":0.1417028087086445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1898800946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99733895,0.00041939865,0.00049154053,0.000020142039,0.000014876971,0.000011902756,0.00016230236,0.000011207645,0.0015297456],"genre_scores_gemma":[0.9950879,0.0002267397,0.00031023403,0.000027768157,0.000004450288,0.000009360147,0.0002263899,0.000008697683,0.0040983087],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974793,0.00002429781,0.000016245322,0.00003712606,0.00012082524,0.000053543725],"domain_scores_gemma":[0.99941146,0.000073625924,0.00009963032,0.000032074822,0.00029167676,0.00009162546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034355864,0.00020823145,0.00019575289,0.0005859659,0.00025606356,0.00025747367,0.00024826228,0.00029718535,0.0042887335],"category_scores_gemma":[0.00058985944,0.00023005356,0.00027059135,0.0003326696,0.0003437744,0.00033096483,0.00025698193,0.00039872967,0.00037872238],"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":[0.00059421343,0.00007598192,0.0050103203,0.000110861336,0.000026952821,0.00014879872,0.00029072564,0.00074792164,0.98564523,0.00015559878,0.0001835468,0.0070099034],"study_design_scores_gemma":[0.000017637478,0.0016555769,0.08179492,0.00003355142,0.000067278896,0.00024764016,0.00080628565,0.0036741933,0.90908724,0.00019856797,0.0023770155,0.00004009066],"about_ca_topic_score_codex":0.0022768746,"about_ca_topic_score_gemma":0.005726154,"teacher_disagreement_score":0.0042887335,"about_ca_system_score_codex":0.00019829006,"about_ca_system_score_gemma":0.0002600751,"threshold_uncertainty_score":0.014347255},"labels":[],"label_agreement":null},{"id":"W1951696255","doi":"10.1139/cgj-2014-0321","title":"Investigation of some controllable factors that impact the stress state in cemented paste backfill","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Drainage; Pore water pressure; Cement; Stress (linguistics); Geology; Materials science; Composite material","score_opus":0.03518039628703326,"score_gpt":0.20962838137882922,"score_spread":0.17444798509179596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1951696255","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995968,0.000012610472,0.00026123863,0.0000025835175,4.293782e-7,0.0000045105926,0.000021630618,0.0000033282345,0.0000969003],"genre_scores_gemma":[0.9996189,0.000013507032,0.00022866426,0.000002200828,6.3900586e-7,0.00000535226,0.000037914117,0.0000017961041,0.00009101606],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979967,0.000031246655,0.000012714552,0.00003435985,0.00008546943,0.000036534802],"domain_scores_gemma":[0.9994276,0.00014435094,0.00019363452,0.000027630716,0.00015263054,0.00005409945],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002127019,0.0002254544,0.00032982335,0.0002896774,0.00033126917,0.0005017986,0.00021800124,0.00020291361,0.00048339384],"category_scores_gemma":[0.0005869038,0.00017771784,0.00014843921,0.00023181015,0.0004914742,0.00022598683,0.00021262628,0.00019091854,0.000089427165],"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":[0.0006753333,0.00014619606,0.22432484,0.0001066083,0.000039518494,0.0004633029,0.0013360523,0.0014268651,0.76174855,0.000058753092,0.000055276756,0.0096186455],"study_design_scores_gemma":[0.000007519949,0.0007788924,0.91141874,0.000005021476,0.000018739935,0.000112354486,0.0012235825,0.0019656897,0.084046,0.00003897819,0.0003628503,0.000021494949],"about_ca_topic_score_codex":0.0075930487,"about_ca_topic_score_gemma":0.015616336,"teacher_disagreement_score":0.0075930487,"about_ca_system_score_codex":0.0004138101,"about_ca_system_score_gemma":0.00042146942,"threshold_uncertainty_score":0.015097678},"labels":[],"label_agreement":null},{"id":"W1967696909","doi":"10.1016/j.wasman.2010.07.016","title":"Potential use of densified polymer-pastefill mixture as waste containment barrier materials","year":2010,"lang":"en","type":"article","venue":"Waste Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"National Research Council Canada","keywords":"Tailings; Hydraulic conductivity; Waste management; Municipal solid waste; Permeability (electromagnetism); Containment (computer programming); Radioactive waste; Environmental science; Geotechnical engineering; Materials science; Engineering; Soil water; Metallurgy; Chemistry; Soil science","score_opus":0.007094863499873645,"score_gpt":0.18036506672555555,"score_spread":0.1732702032256819,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967696909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9812121,0.001722308,0.013213992,0.00008104959,0.00002367609,0.00003812695,0.000058099962,0.00014968873,0.0035010255],"genre_scores_gemma":[0.9922666,0.0004433462,0.004976083,0.000023557337,0.000004847378,0.000008940333,0.00005049133,0.000014276343,0.0022118678],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990714,0.000018634735,0.0000054870775,0.000012949009,0.000033920856,0.000021832382],"domain_scores_gemma":[0.99990785,0.000023612465,0.00001857343,0.000010542367,0.000021632439,0.000017757538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026862085,0.00025852106,0.00022738522,0.00025194135,0.0001485875,0.00047893185,0.0002807268,0.00036917286,0.001510948],"category_scores_gemma":[0.00019764299,0.00013535665,0.00018455548,0.00016139522,0.0001717403,0.00045522436,0.00024409803,0.00017056154,0.00029253773],"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":[0.00023005917,0.000055575652,0.0005119428,0.000092262206,0.0000085927695,0.00012663583,0.000018879653,0.00066542154,0.9885141,0.00043277556,0.00003909311,0.009304695],"study_design_scores_gemma":[0.0000071360073,0.00028482015,0.00054471724,0.000004433722,0.000012961145,0.00010852742,0.0000194118,0.0010241158,0.9966924,0.000046464764,0.0012521193,0.0000028908755],"about_ca_topic_score_codex":0.00018806997,"about_ca_topic_score_gemma":0.00051014195,"teacher_disagreement_score":0.001510948,"about_ca_system_score_codex":0.00013979648,"about_ca_system_score_gemma":0.0001907135,"threshold_uncertainty_score":0.0050546527},"labels":[],"label_agreement":null},{"id":"W1968565226","doi":"10.1002/cjce.21856","title":"Shear cell tests for quantification of tailings segregation","year":2013,"lang":"en","type":"article","venue":"The Canadian Journal of Chemical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Deltares","keywords":"Settling; Tailings; Slurry; Geology; Rheology; Shear (geology); Shear rate; Geotechnical engineering; Deposition (geology); Materials science; Environmental science; Metallurgy; Environmental engineering; Composite material; Sediment; Geomorphology; Petrology","score_opus":0.012954922636188271,"score_gpt":0.1786813777676672,"score_spread":0.16572645513147893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968565226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.908991,0.0035449124,0.07290658,0.00016198703,0.0002862623,0.0007284448,0.003497547,0.00042300066,0.009460288],"genre_scores_gemma":[0.91627955,0.0022962792,0.06981865,0.00015558695,0.00006502266,0.0006292564,0.0035366102,0.000074958836,0.0071441624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99845994,0.00025535107,0.00019470061,0.00018683041,0.0008285977,0.00007447216],"domain_scores_gemma":[0.99769646,0.0007370104,0.0003898469,0.00011666164,0.00089424086,0.00016565822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013730283,0.0008159166,0.00036300044,0.0016906615,0.0004815065,0.00046107025,0.00042672805,0.00043532296,0.0029097688],"category_scores_gemma":[0.0018187048,0.00021873995,0.00034079255,0.0014704949,0.0002883809,0.00034997784,0.0004986654,0.00085854955,0.00089748943],"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":[0.00034382707,0.00018687901,0.013760003,0.00016932066,0.000033223234,0.00005396172,0.00030495803,0.00042584265,0.96980524,0.00038563824,0.0004120626,0.014119128],"study_design_scores_gemma":[0.000051453513,0.0022739612,0.0550518,0.000079664715,0.00009299442,0.00014342727,0.0003445483,0.006899955,0.9294195,0.00031148148,0.0052885585,0.000042733864],"about_ca_topic_score_codex":0.0019427708,"about_ca_topic_score_gemma":0.00347547,"teacher_disagreement_score":0.0029097688,"about_ca_system_score_codex":0.00032455713,"about_ca_system_score_gemma":0.00048184648,"threshold_uncertainty_score":0.009734154},"labels":[],"label_agreement":null},{"id":"W1969919973","doi":"10.1007/s002540100297","title":"The effect of sewage sludge and green manure on the erodibility of two mine tailings materials","year":2001,"lang":"en","type":"article","venue":"Environmental Geology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Victoria General Hospital Foundation","keywords":"Tailings; Leachate; Lime; Manure; Environmental science; Waste management; Sewage sludge; Pulp and paper industry; Environmental engineering; Chemistry; Agronomy; Sewage treatment; Environmental chemistry; Metallurgy; Materials science","score_opus":0.005199232663986946,"score_gpt":0.1791991750385768,"score_spread":0.17399994237458985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969919973","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995597,0.0001098015,0.00008800083,0.000008127264,0.000005733802,0.0000032481332,0.000023086694,0.0000048246307,0.0001975464],"genre_scores_gemma":[0.99880815,0.000103553095,0.00028639656,0.000016741815,0.0000033137683,0.000003142015,0.000049688115,0.0000056910226,0.0007233748],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962676,0.000080129066,0.000053377466,0.00005541318,0.00009462053,0.00008964082],"domain_scores_gemma":[0.9988894,0.00060146867,0.00015422249,0.000075346776,0.00019098118,0.000088593275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004436883,0.00030491315,0.00032150673,0.00028980285,0.00028592217,0.00040426082,0.00028277855,0.0006474797,0.0017979573],"category_scores_gemma":[0.0011625012,0.00025865244,0.0004571669,0.00022986259,0.00036526585,0.0004456566,0.00026526797,0.0004261004,0.00022419439],"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":[0.002649289,0.00015500325,0.0025738361,0.0001355978,0.000026846586,0.00020808057,0.00012867818,0.0007387509,0.98785186,0.000053402728,0.00004562862,0.005432995],"study_design_scores_gemma":[0.000022730203,0.0013974876,0.008061247,0.0000048106785,0.000027128217,0.00007862832,0.00009922276,0.0009669968,0.988929,0.000025216828,0.00037702668,0.000010593657],"about_ca_topic_score_codex":0.00062591524,"about_ca_topic_score_gemma":0.0011319283,"teacher_disagreement_score":0.0017979573,"about_ca_system_score_codex":0.00022956669,"about_ca_system_score_gemma":0.00018614286,"threshold_uncertainty_score":0.0060147047},"labels":[],"label_agreement":null},{"id":"W1970728886","doi":"10.1007/s10706-011-9428-7","title":"Undrained Strength of Deposited Mine Tailings Beds: Effect of Water Content, Effective Stress and Time of Consolidation","year":2011,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Consolidation (business); Geotechnical engineering; Water content; Geology; Effective stress; Shear strength (soil); Hydrogeology; Loess; Soil water; Materials science; Soil science; Metallurgy","score_opus":0.00919896177627176,"score_gpt":0.17214634916211916,"score_spread":0.1629473873858474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970728886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993311,0.000054249784,0.0002820954,0.0000053163903,0.000002877849,0.0000021095816,0.000050732764,0.0000063508946,0.00026516998],"genre_scores_gemma":[0.99965966,0.00001744953,0.00006099291,0.0000036213157,7.266881e-7,0.000001017087,0.00003479818,0.0000019827603,0.00021975077],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998387,0.000021474854,0.00001906028,0.000035899157,0.0000406112,0.000044144002],"domain_scores_gemma":[0.9990864,0.00031991556,0.00013466926,0.00010842971,0.00021469308,0.00013582427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034863665,0.00021983722,0.0002484053,0.00039302759,0.00022253238,0.0003831619,0.0005360799,0.00040501144,0.0020347626],"category_scores_gemma":[0.0011998073,0.00031413653,0.0003287472,0.0002895711,0.00045420614,0.0004864272,0.00033736666,0.00036028423,0.00030749026],"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":[0.0038472808,0.0004018505,0.07005048,0.00015184977,0.00015437011,0.0012872994,0.00035926953,0.026778117,0.879219,0.00054223306,0.00013902264,0.017069194],"study_design_scores_gemma":[0.00008870306,0.002789661,0.31638706,0.000028511935,0.00015543868,0.00077795726,0.0005968458,0.053370856,0.6245078,0.00057786965,0.0006456957,0.000073692645],"about_ca_topic_score_codex":0.0017477244,"about_ca_topic_score_gemma":0.002788617,"teacher_disagreement_score":0.0020347626,"about_ca_system_score_codex":0.0002792474,"about_ca_system_score_gemma":0.00027429746,"threshold_uncertainty_score":0.00680691},"labels":[],"label_agreement":null},{"id":"W1973369232","doi":"10.1016/j.mineng.2004.05.012","title":"Experimental characterization of the influence of tailings fineness and density on the quality of cemented paste backfill","year":2004,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":351,"is_retracted":false,"has_abstract":false,"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":"Fondation de l’Université du Québec en Abitibi-Témiscamingue; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Fineness; Tailings; Microstructure; Porosity; Materials science; Compressive strength; Bulk density; Cement; Particle-size distribution; Geotechnical engineering; Metallurgy; Particle size; Composite material; Environmental science; Engineering; Soil water","score_opus":0.014514720256760774,"score_gpt":0.20443108742220487,"score_spread":0.18991636716544408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973369232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982889,0.00006118389,0.0012329307,0.0000056283084,0.0000026208083,0.00001252454,0.00011053885,0.000018112798,0.00026748708],"genre_scores_gemma":[0.998919,0.00004465499,0.00064190105,0.000004886014,0.0000015261323,0.000009353857,0.000078728975,0.000009681895,0.00029017858],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995541,0.00006307228,0.000042747717,0.000079615726,0.00018577583,0.00007460441],"domain_scores_gemma":[0.9989435,0.0004425785,0.00017603574,0.00015090888,0.00024624125,0.000040788844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057438883,0.00034024392,0.00031243823,0.00021869116,0.00036054777,0.000310046,0.00031052053,0.00045847936,0.0014971438],"category_scores_gemma":[0.0011708578,0.00027835692,0.00031057614,0.0002938448,0.0004939822,0.00041669086,0.0002555789,0.00041119297,0.00018089557],"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":[0.0004989645,0.000087548826,0.0014437576,0.000041214815,0.000009179216,0.00003661567,0.00006897432,0.0005781784,0.9956791,0.000040472343,0.000016414115,0.0014996541],"study_design_scores_gemma":[0.000007872039,0.0003783097,0.0032554597,0.0000013132118,0.0000089588175,0.000017103739,0.00002244236,0.0005778689,0.9955914,0.000009354065,0.0001261304,0.000003820536],"about_ca_topic_score_codex":0.001387376,"about_ca_topic_score_gemma":0.0019777722,"teacher_disagreement_score":0.0014971438,"about_ca_system_score_codex":0.00031570587,"about_ca_system_score_gemma":0.00026233186,"threshold_uncertainty_score":0.005008459},"labels":[],"label_agreement":null},{"id":"W1977400838","doi":"10.1007/s10064-008-0148-z","title":"Mechanical response of a mine composite material to extreme heat","year":2008,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Ultimate tensile strength; Tailings; Materials science; Compressive strength; Cement; Composite number; Young's modulus; Microstructure; Composite material; Geotechnical engineering; Metallurgy; Geology","score_opus":0.007756134298991991,"score_gpt":0.14777351703812877,"score_spread":0.14001738273913678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1977400838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980763,0.00005871109,0.0006997457,0.000026334312,0.000019408466,0.000006438661,0.000046486173,0.000018903893,0.0010476495],"genre_scores_gemma":[0.9989028,0.00001620568,0.00028158678,0.000011208125,0.0000029028872,0.0000027429885,0.00003375004,0.0000040201485,0.0007448218],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999826,0.000019005114,0.000008033102,0.00003485948,0.00007293991,0.000039267194],"domain_scores_gemma":[0.9996518,0.0001030507,0.00005283572,0.00003907232,0.00009114935,0.00006207712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002580251,0.00016232804,0.00024365738,0.0004977109,0.0005168003,0.00026759607,0.00033572438,0.00066830195,0.0042767767],"category_scores_gemma":[0.00055000104,0.00019957816,0.00021362565,0.00028211746,0.00047929995,0.00023285282,0.0002105712,0.00034305465,0.0003116784],"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":[0.0014416863,0.00016776631,0.003365779,0.000061332525,0.000019126317,0.0005341176,0.00011278109,0.011319008,0.9771494,0.00023020161,0.00023103405,0.0053677415],"study_design_scores_gemma":[0.000082483995,0.0032587918,0.07346634,0.000018462186,0.000050752886,0.00068653293,0.00067893177,0.08105261,0.83769363,0.00030197442,0.0026554863,0.000053943582],"about_ca_topic_score_codex":0.0005817683,"about_ca_topic_score_gemma":0.0007805021,"teacher_disagreement_score":0.0042767767,"about_ca_system_score_codex":0.00017800428,"about_ca_system_score_gemma":0.00019945166,"threshold_uncertainty_score":0.0143072605},"labels":[],"label_agreement":null},{"id":"W1980222002","doi":"10.1139/cgj-2014-0056","title":"Numerical investigation of the geomechanical response of adjacent backfilled stopes","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Rock mass classification; Excavation; Geology; Stiffness; Stress (linguistics); Pillar; Computer simulation; Mining engineering; Engineering; Structural engineering","score_opus":0.022783495973066812,"score_gpt":0.19544984457512038,"score_spread":0.17266634860205357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980222002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914722,0.000052880925,0.004084494,0.000088044515,0.000019311694,0.000024448847,0.00013338152,0.000061831845,0.0040635522],"genre_scores_gemma":[0.99730337,0.000028940865,0.0018317061,0.000012748155,0.0000021638973,0.0000140916645,0.000053799802,0.0000060600555,0.00074708805],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997843,0.000029755316,0.000018938212,0.0000455138,0.00005980183,0.000061623876],"domain_scores_gemma":[0.99923706,0.00039474346,0.000111363275,0.00006968085,0.00010475568,0.00008243739],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032724687,0.00033611702,0.0006135523,0.00057214074,0.00066019036,0.0008563718,0.0007965375,0.0016876197,0.0026088445],"category_scores_gemma":[0.0015441969,0.0002611602,0.0005266623,0.0005859799,0.0011882422,0.00045008663,0.000624692,0.0005005882,0.00019593159],"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":[0.00019537537,0.00014633985,0.009550688,0.00006668857,0.00003096814,0.0005279408,0.00021220339,0.97208405,0.012003119,0.001042862,0.00018739086,0.003952403],"study_design_scores_gemma":[0.00002199104,0.00011342619,0.0028754743,0.0000096990025,0.000009469691,0.000052279323,0.00024468513,0.9943883,0.0017973369,0.00023093529,0.00024220489,0.00001427288],"about_ca_topic_score_codex":0.011677997,"about_ca_topic_score_gemma":0.009877863,"teacher_disagreement_score":0.011677997,"about_ca_system_score_codex":0.00063033507,"about_ca_system_score_gemma":0.00071876333,"threshold_uncertainty_score":0.023220062},"labels":[],"label_agreement":null},{"id":"W1986327277","doi":"10.1061/(asce)0733-9372(2002)128:4(341)","title":"Predicted and Field-Measured Resuspension of Flooded Mine Tailings","year":2002,"lang":"en","type":"article","venue":"Journal of Environmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Geology; Environmental science; Erosion; Geotechnical engineering; Shear stress; Hydrology (agriculture); Mining engineering; Geomorphology; Metallurgy; Materials science","score_opus":0.006941770813016319,"score_gpt":0.1470520161660488,"score_spread":0.1401102453530325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986327277","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99780935,0.0000113412425,0.0018409692,0.0000037867198,9.877062e-7,0.000011367393,0.00011322272,0.000036971756,0.00017194489],"genre_scores_gemma":[0.9989405,0.000012925664,0.00083651213,0.0000011865776,5.071617e-7,0.000009442856,0.00013228106,0.0000016203719,0.00006513887],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989724,0.0000152804,0.000011003142,0.000029185763,0.00003301306,0.000014325042],"domain_scores_gemma":[0.9993844,0.0002996333,0.000103090744,0.000048134796,0.0001406342,0.000024228037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052944064,0.00029554486,0.00015074396,0.00031378694,0.00016249855,0.00031569082,0.0003805199,0.0002741427,0.00031804622],"category_scores_gemma":[0.0009923545,0.00018038247,0.00019917116,0.00016714692,0.0002146019,0.00036854696,0.00012299434,0.0002007904,0.000089635476],"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":[0.00066821283,0.00056453637,0.5072583,0.00015081928,0.000048739574,0.00033019428,0.00020800816,0.35870424,0.09433988,0.0003815373,0.00030645312,0.03703901],"study_design_scores_gemma":[0.00006862298,0.0008737223,0.25075927,0.000012348751,0.000026562142,0.00010612502,0.000099713674,0.6737765,0.073766686,0.00026520554,0.00021658074,0.000028616303],"about_ca_topic_score_codex":0.0038546643,"about_ca_topic_score_gemma":0.006047376,"teacher_disagreement_score":0.0038546643,"about_ca_system_score_codex":0.00057404273,"about_ca_system_score_gemma":0.00022797026,"threshold_uncertainty_score":0.007664442},"labels":[],"label_agreement":null},{"id":"W1994838413","doi":"10.1016/j.cemconres.2007.08.016","title":"Microstructural evolution of cemented paste backfill: Mercury intrusion porosimetry test results","year":2007,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":194,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mercury intrusion porosimetry; Compressive strength; Materials science; Porosimetry; Microstructure; Curing (chemistry); Ground granulated blast-furnace slag; Cement; Composite material; Fly ash; Intrusion; Porosity; Geology; Porous medium","score_opus":0.025446078861082792,"score_gpt":0.2737731774598188,"score_spread":0.24832709859873597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1994838413","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99642414,0.00007764599,0.0019627153,0.000014420572,0.0000053426234,0.000007734154,0.00038430368,0.00013822397,0.0009853921],"genre_scores_gemma":[0.99808073,0.000024592522,0.00072006515,0.000009721611,0.0000012874174,0.0000054518373,0.0002103874,0.000022370914,0.0009254805],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994943,0.000024569832,0.00004099053,0.0000868571,0.00027924377,0.000073954354],"domain_scores_gemma":[0.99939704,0.0001364135,0.00010318766,0.000055611334,0.0002522584,0.00005551829],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033581932,0.00035108582,0.00033059085,0.0005572971,0.00033867292,0.00031463947,0.00037238962,0.00069565227,0.0033733277],"category_scores_gemma":[0.00058417645,0.00026852355,0.00035943085,0.00045697583,0.0003949529,0.0006431294,0.0002381631,0.00041586923,0.00056334556],"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":[0.0006464606,0.000060660008,0.00754396,0.000032803673,0.000013002884,0.00019527285,0.00017176702,0.00081917417,0.98511654,0.00004668486,0.00009001086,0.005263613],"study_design_scores_gemma":[0.0000049713135,0.0003003576,0.027721174,0.0000026032708,0.000020308209,0.00014602943,0.00017215959,0.0019189039,0.96927756,0.00002679431,0.00039800256,0.000011143846],"about_ca_topic_score_codex":0.0017810839,"about_ca_topic_score_gemma":0.0032181113,"teacher_disagreement_score":0.0033733277,"about_ca_system_score_codex":0.00025487784,"about_ca_system_score_gemma":0.0002462648,"threshold_uncertainty_score":0.011284888},"labels":[],"label_agreement":null},{"id":"W1995455859","doi":"10.1139/t09-126","title":"Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part I: Monotonic shear response","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Geotechnical engineering; Consolidation (business); Geology; Rock mass classification; Shear (geology); Compaction; Mining engineering; Materials science; Metallurgy","score_opus":0.010942908164155244,"score_gpt":0.19825606561768533,"score_spread":0.18731315745353008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995455859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998285,0.0002006793,0.0008056849,0.000012743555,0.000007646451,0.000016299504,0.00009992773,0.000021630105,0.0005504544],"genre_scores_gemma":[0.9984555,0.00007768691,0.00066561816,0.000021148579,0.000003006999,0.000011060491,0.00012926137,0.000007057804,0.0006296431],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996358,0.00003666493,0.0000442976,0.000054643715,0.00017744761,0.000051084444],"domain_scores_gemma":[0.99950886,0.00010806751,0.00011153005,0.000043461398,0.00013360333,0.00009450171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034485597,0.00040070104,0.0003046775,0.00048452592,0.00018916829,0.00027870268,0.0003226693,0.00041828578,0.0025530246],"category_scores_gemma":[0.0006955244,0.0002653049,0.00024513752,0.0003520091,0.00042052634,0.00030090768,0.00030638734,0.00038275466,0.00033832516],"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":[0.00032637865,0.000031565793,0.002557132,0.000044721062,0.0000150487385,0.00009032309,0.000075808166,0.00075928314,0.9936035,0.000024105262,0.00003855079,0.002433695],"study_design_scores_gemma":[0.000019893067,0.001734158,0.049186975,0.000018890032,0.00003018285,0.00017751443,0.00042391097,0.0068645454,0.9406761,0.000051490642,0.0007959523,0.00002041378],"about_ca_topic_score_codex":0.0012478278,"about_ca_topic_score_gemma":0.0038943547,"teacher_disagreement_score":0.0025530246,"about_ca_system_score_codex":0.00019803876,"about_ca_system_score_gemma":0.00017250312,"threshold_uncertainty_score":0.00854069},"labels":[],"label_agreement":null},{"id":"W2000807356","doi":"10.1080/17480930902951293","title":"Staged construction analysis of surface tailings disposal facilities","year":2010,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Science and Technology Development Fund","keywords":"Tailings; Upstream (networking); Civil engineering; Deformation (meteorology); Mining engineering; Surface mining; Engineering; Tailings dam; Geotechnical engineering; Coal mining; Coal; Construction engineering; Geology; Waste management; Materials science","score_opus":0.007557362392022819,"score_gpt":0.19494643589254004,"score_spread":0.18738907350051723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000807356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9793671,0.00002086756,0.018555883,0.000016500011,0.0000037989603,0.000028508568,0.00010119288,0.000040988296,0.0018651675],"genre_scores_gemma":[0.99730814,0.000011328727,0.0021777092,0.0000016209424,4.4257334e-7,0.000008435431,0.000045601904,0.0000049673686,0.00044166646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998166,0.000028206656,0.000010726388,0.000029570643,0.000078413344,0.000036544792],"domain_scores_gemma":[0.9996037,0.00014768983,0.00005973449,0.000061261024,0.000099811456,0.000027806365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003272993,0.00024867852,0.0002834328,0.00061676634,0.00026926215,0.00054646085,0.000546977,0.00056058436,0.0019474252],"category_scores_gemma":[0.0008386719,0.0002644314,0.00056814443,0.00040199692,0.0005170637,0.00030427196,0.000400233,0.00030713543,0.00017195052],"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":[0.00007101301,0.00005026595,0.011470144,0.000026125772,0.000010877109,0.00014270807,0.00005673472,0.9564135,0.023433907,0.0008189047,0.00005883061,0.0074470346],"study_design_scores_gemma":[0.000005938703,0.00009622488,0.00828873,0.000002984257,0.0000052130463,0.000020163407,0.00004108105,0.9841986,0.006943117,0.0002472383,0.00014324317,0.0000074866252],"about_ca_topic_score_codex":0.010376595,"about_ca_topic_score_gemma":0.009391924,"teacher_disagreement_score":0.010376595,"about_ca_system_score_codex":0.0011832628,"about_ca_system_score_gemma":0.0006505914,"threshold_uncertainty_score":0.020632386},"labels":[],"label_agreement":null},{"id":"W2001037496","doi":"10.1076/ijsm.15.2.123.3415","title":"Development of an Environmental Impact and Mitigation Assessment Program for a Tailings Storage Facility Stability Upgrade","year":2001,"lang":"en","type":"article","venue":"International Journal of Surface Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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; Upgrade; Land reclamation; Plan (archaeology); Environmental science; Environmental impact assessment; Compensation (psychology); Channel (broadcasting); Civil engineering; Environmental planning; Engineering; Risk analysis (engineering); Environmental resource management; Computer science; Business","score_opus":0.019500706345428383,"score_gpt":0.25885988096997514,"score_spread":0.23935917462454676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001037496","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7943781,0.00015617195,0.12172504,0.0023491401,0.000051312425,0.012680597,0.0021116056,0.0030384262,0.0635097],"genre_scores_gemma":[0.87663543,0.0001782448,0.100804694,0.00026057134,0.00002360557,0.002626363,0.0020380076,0.00004810868,0.017384922],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99790037,0.00048536493,0.00005153585,0.00009622226,0.0012216243,0.00024490387],"domain_scores_gemma":[0.99784994,0.00028027644,0.00024074303,0.00010169679,0.0012321959,0.00029514884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032768194,0.00047342383,0.000181479,0.0015465991,0.0014760828,0.000889776,0.0010819987,0.0006484468,0.0041817436],"category_scores_gemma":[0.0025781756,0.00024172229,0.00038975355,0.00044951422,0.00033994077,0.00057656143,0.00081034406,0.0004612854,0.00034660057],"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":[0.0013101737,0.0042027812,0.0863913,0.00040769557,0.00012520663,0.000868704,0.0010678218,0.2165591,0.056818534,0.0069469484,0.01803592,0.6072658],"study_design_scores_gemma":[0.0015525095,0.027126104,0.28884336,0.00031538407,0.00043672926,0.00046917485,0.003984945,0.41854888,0.1320812,0.005257687,0.12111673,0.00026729945],"about_ca_topic_score_codex":0.053022977,"about_ca_topic_score_gemma":0.061764825,"teacher_disagreement_score":0.053022977,"about_ca_system_score_codex":0.0031413753,"about_ca_system_score_gemma":0.012472067,"threshold_uncertainty_score":0.105428696},"labels":[],"label_agreement":null},{"id":"W2001404805","doi":"10.1016/j.tust.2012.01.004","title":"Thermo-hydro-mechanical behaviour of sodium silicate-cemented paste tailings in column experiments","year":2012,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Sodium silicate; Tailings; Hydraulic conductivity; Thermal conductivity; Materials science; Compressive strength; Saturation (graph theory); Suction; Curing (chemistry); Thermal; Geotechnical engineering; Composite material; Metallurgy; Geology; Thermodynamics; Engineering; Mechanical engineering; Soil science; Mathematics; Soil water","score_opus":0.016290692434976373,"score_gpt":0.2240885352125816,"score_spread":0.2077978427776052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001404805","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994041,0.000025506546,0.00024285966,0.000006060081,0.000003270534,0.0000044628187,0.00012812715,0.000012204933,0.00017346651],"genre_scores_gemma":[0.99881136,0.000029007966,0.00026176803,0.000008670489,0.0000014431354,0.0000054860634,0.00013391802,0.000006480792,0.00074189465],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997998,0.000019958306,0.000017981629,0.00004411228,0.00006872642,0.000049444225],"domain_scores_gemma":[0.99949884,0.00020497626,0.000054608205,0.000044809392,0.00012373603,0.00007307984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031377075,0.00027268968,0.00031506392,0.00023356148,0.0003862473,0.00030259666,0.00031020594,0.0004691703,0.0022467556],"category_scores_gemma":[0.0005035011,0.0002245615,0.00027712458,0.0002723067,0.0005149865,0.0003743862,0.00021525746,0.0005399938,0.00031155482],"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":[0.0006112255,0.00008793017,0.002736672,0.00003060727,0.000008579794,0.00006126988,0.000107640335,0.0012775561,0.99370265,0.000030926,0.000033895834,0.0013111745],"study_design_scores_gemma":[0.000022340933,0.0011891314,0.023136001,0.000006561829,0.000022507911,0.000036412064,0.0001808276,0.005376579,0.9696801,0.00003733671,0.000293634,0.000018613717],"about_ca_topic_score_codex":0.00390558,"about_ca_topic_score_gemma":0.008441016,"teacher_disagreement_score":0.00390558,"about_ca_system_score_codex":0.00028310143,"about_ca_system_score_gemma":0.0003145279,"threshold_uncertainty_score":0.0077657104},"labels":[],"label_agreement":null},{"id":"W2009251536","doi":"10.1007/s10706-010-9338-0","title":"Mechanical Behaviour of the Interface Between Cemented Tailings Backfill and Retaining Structures Under Shear Loads","year":2010,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Ottawa","keywords":"Geotechnical engineering; Cohesion (chemistry); Tailings; Friction angle; Shear (geology); Stiffness; Direct shear test; Geology; Shear stress; Materials science; Composite material; Metallurgy","score_opus":0.011368290047474753,"score_gpt":0.2061288646367523,"score_spread":0.19476057458927756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009251536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999276,0.000031598993,0.00023665617,0.0000059456097,0.000002644974,0.0000027176786,0.000061000323,0.000014850345,0.0003685726],"genre_scores_gemma":[0.9994247,0.0000112459165,0.00007413434,0.0000053139124,0.0000010874162,0.0000020691518,0.00007845081,0.0000036582362,0.0003993028],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997831,0.000017198125,0.000012602747,0.000034450695,0.000077259,0.00007540046],"domain_scores_gemma":[0.99961877,0.00010269058,0.00006438327,0.000028241879,0.00011011125,0.00007585691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002621046,0.00029584425,0.00031524632,0.00056627335,0.00046791197,0.00049864873,0.00039916096,0.000633833,0.004870261],"category_scores_gemma":[0.0006790044,0.00026552103,0.00028028205,0.00038226673,0.00081761956,0.0003745415,0.00030339425,0.0003451912,0.00043740257],"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":[0.00208384,0.00014378803,0.014715317,0.00008423803,0.0000315046,0.00066849566,0.00060432614,0.0079724165,0.9669515,0.00031781127,0.00023170354,0.006195081],"study_design_scores_gemma":[0.00009630433,0.002505249,0.24850173,0.000043064698,0.00009292249,0.00049607316,0.0030083968,0.05804475,0.6849651,0.0003227442,0.0018492847,0.00007435202],"about_ca_topic_score_codex":0.0035908818,"about_ca_topic_score_gemma":0.0033532905,"teacher_disagreement_score":0.004870261,"about_ca_system_score_codex":0.0002914373,"about_ca_system_score_gemma":0.00027250667,"threshold_uncertainty_score":0.016292691},"labels":[],"label_agreement":null},{"id":"W2009685532","doi":"10.1680/warm.2007.160.4.155","title":"Developing durable paste backfill from sulphidic tailings","year":2007,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Waste and Resource Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Cement Association of Canada; Ontario Innovation Trust","keywords":"Tailings; Portland cement; Fly ash; Waste management; Cement; Environmental science; Gypsum; Acid mine drainage; Industrial waste; Metallurgy; Mining engineering; Materials science; Geology; Engineering","score_opus":0.008432619083386156,"score_gpt":0.17758670407706792,"score_spread":0.16915408499368176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009685532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99289787,0.001422828,0.0038674152,0.000047507678,0.000022672157,0.000054607368,0.00015767808,0.00005683512,0.001472594],"genre_scores_gemma":[0.9903758,0.0013735705,0.0058455295,0.000039382325,0.000010763777,0.00003839021,0.00024898423,0.000020338666,0.0020473313],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998429,0.00001520152,0.000012748236,0.000025666333,0.00007055021,0.000032873006],"domain_scores_gemma":[0.99990237,0.000010754174,0.000035056746,0.0000075661533,0.000023271525,0.000021033175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020209937,0.00038718292,0.00026877123,0.0005099849,0.00015295316,0.0004148795,0.0002318013,0.00043124286,0.0007773975],"category_scores_gemma":[0.00021213136,0.00018401499,0.0005532095,0.00029405218,0.00015016278,0.0004667864,0.0003836784,0.00035392953,0.0003148084],"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":[0.000034504264,0.00002852805,0.00025318662,0.00011778898,0.000006926164,0.00012994358,0.000022878115,0.00018164262,0.99533963,0.00004902492,0.000024922221,0.0038109713],"study_design_scores_gemma":[0.000005787315,0.0005128155,0.0023433645,0.000019334702,0.000020714324,0.00019747912,0.00005524594,0.0004879738,0.9941673,0.00003390577,0.0021495204,0.0000064987908],"about_ca_topic_score_codex":0.00035043524,"about_ca_topic_score_gemma":0.0014305381,"teacher_disagreement_score":0.0007773975,"about_ca_system_score_codex":0.0001569617,"about_ca_system_score_gemma":0.00021415649,"threshold_uncertainty_score":0.0026006699},"labels":[],"label_agreement":null},{"id":"W2011049372","doi":"10.1016/j.conbuildmat.2006.08.010","title":"WITHDRAWN: Influence of curing temperature on strength, deformation behaviour and pore structure of cemented paste backfill at early ages","year":2006,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":23,"is_retracted":true,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Curing (chemistry); Materials science; Composite material; Deformation (meteorology); Geotechnical engineering; Forensic engineering; Engineering","score_opus":0.0032366848021279505,"score_gpt":0.17293471603232732,"score_spread":0.1696980312301994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011049372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9102215,0.0072680684,0.0067032804,0.0026543979,0.008192254,0.00026138546,0.03877368,0.001247319,0.024678072],"genre_scores_gemma":[0.8773098,0.0030700136,0.0043141576,0.0008248843,0.0009059184,0.00009395898,0.019115962,0.00025157342,0.09411374],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979943,0.000013156151,0.00003298749,0.00003076453,0.0000843534,0.00003929687],"domain_scores_gemma":[0.9986339,0.00044486803,0.00014732553,0.0000989292,0.0005544651,0.000120390454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029373527,0.00041025304,0.000508853,0.00039719662,0.0002784307,0.00030969977,0.00059559324,0.00062406244,0.024166895],"category_scores_gemma":[0.0014005624,0.00014660579,0.0003234519,0.00040319742,0.00024004203,0.00041776514,0.00017405805,0.0005939521,0.0037985027],"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":[0.010080654,0.0003085807,0.008040218,0.0015583693,0.00009969032,0.0011157894,0.00020084794,0.0010069791,0.8895931,0.00060325506,0.024214564,0.06317786],"study_design_scores_gemma":[0.00043578615,0.002578263,0.15690365,0.00011092699,0.00022111542,0.0011060075,0.00035238054,0.0012987832,0.77800846,0.00040170958,0.058505755,0.00007709319],"about_ca_topic_score_codex":0.0060129906,"about_ca_topic_score_gemma":0.005499963,"teacher_disagreement_score":0.024166895,"about_ca_system_score_codex":0.0002477298,"about_ca_system_score_gemma":0.00056582387,"threshold_uncertainty_score":0.08084625},"labels":[],"label_agreement":null},{"id":"W2016810215","doi":"10.1016/j.enggeo.2010.05.016","title":"A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill","year":2010,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":452,"is_retracted":false,"has_abstract":false,"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; National Research Council; University of Ottawa","keywords":"Curing (chemistry); Tailings; Materials science; Compressive strength; Ultimate tensile strength; Composite material; Modulus; Young's modulus; Geotechnical engineering; Microstructure; Metallurgy; Geology","score_opus":0.008308084956596103,"score_gpt":0.17344487858105304,"score_spread":0.16513679362445693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2016810215","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95705545,0.003358166,0.034713283,0.00027435826,0.00004970842,0.000022073336,0.0003559067,0.00012173285,0.004049317],"genre_scores_gemma":[0.99067324,0.0011703729,0.006069598,0.00004115499,0.000038329257,0.000008235333,0.00014136503,0.000034362158,0.0018232652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982566,0.000022551545,0.000015756179,0.000041699877,0.000073478375,0.000021022397],"domain_scores_gemma":[0.99947387,0.00017912289,0.000092216076,0.00010466396,0.00012966187,0.000020555692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031553555,0.00035859062,0.000383548,0.00034346498,0.00022914921,0.00055803667,0.00035485948,0.00044066066,0.002259757],"category_scores_gemma":[0.00056503166,0.00022236082,0.00048823323,0.0002483982,0.00031250023,0.00091450993,0.00022912279,0.00050751655,0.00034335893],"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":[0.0001993796,0.00010089142,0.0069887512,0.00017981809,0.000021849139,0.00008280555,0.000108863904,0.005700086,0.9671742,0.00038210562,0.000118540076,0.018942742],"study_design_scores_gemma":[0.000008542273,0.0004550958,0.04574648,0.000018710247,0.000073478244,0.00031039224,0.00024409615,0.025083259,0.9216502,0.0009028178,0.005454634,0.000052307103],"about_ca_topic_score_codex":0.0013840043,"about_ca_topic_score_gemma":0.0021148168,"teacher_disagreement_score":0.002259757,"about_ca_system_score_codex":0.0001839655,"about_ca_system_score_gemma":0.0002775455,"threshold_uncertainty_score":0.007559657},"labels":[],"label_agreement":null},{"id":"W2018668738","doi":"10.1139/t07-040","title":"Colloquium 2004: Hydrogeotechnical properties of hard rock tailings from metal mines and emerging geoenvironmental disposal approaches","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":301,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Mining engineering; Environmental science; Geology; Waste management; Geotechnical engineering; Engineering; Metallurgy; Materials science","score_opus":0.01858964836576273,"score_gpt":0.17524383297556662,"score_spread":0.15665418460980388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2018668738","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07389015,0.42583108,0.08984638,0.019548478,0.039598033,0.00039433985,0.0025061383,0.00095307233,0.3474324],"genre_scores_gemma":[0.22686177,0.17491128,0.026479108,0.0014859341,0.010003246,0.00018691902,0.0037697945,0.0005225288,0.55577946],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99925655,0.00007325847,0.000062087194,0.00015411859,0.00036662119,0.000087292115],"domain_scores_gemma":[0.99884987,0.000090351525,0.00008300513,0.00011049849,0.0007765326,0.00008974113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012245872,0.001258896,0.00064108544,0.0029532686,0.00095779484,0.002315362,0.0018084035,0.0013578838,0.020836156],"category_scores_gemma":[0.0010264971,0.0003983587,0.0005176979,0.002594796,0.00092443614,0.0015526903,0.0012160029,0.0011709371,0.00528839],"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":[0.00038635137,0.00025846672,0.0070987237,0.0017723334,0.000091614784,0.000646413,0.0006291025,0.005293784,0.044162713,0.017892841,0.23628859,0.68547904],"study_design_scores_gemma":[0.000013131652,0.0002678332,0.011857243,0.0004319936,0.000047276808,0.0009319803,0.00027481717,0.0029446837,0.022901835,0.0053863674,0.9548668,0.000076118435],"about_ca_topic_score_codex":0.015711945,"about_ca_topic_score_gemma":0.03779329,"teacher_disagreement_score":0.020836156,"about_ca_system_score_codex":0.003435752,"about_ca_system_score_gemma":0.0017770352,"threshold_uncertainty_score":0.06970388},"labels":[],"label_agreement":null},{"id":"W2021118730","doi":"10.1007/bf02839791","title":"Evolution of mine-pool chemistry at the Sydney Coalfield, Nova Scotia, Canada, and its implications for mine decommissioning","year":2006,"lang":"en","type":"article","venue":"Geochemistry","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Cape Breton Development Corporation; Conestoga College","funders":"","keywords":"Nova scotia; Nuclear decommissioning; Geology; Mining engineering; Nova (rocket); Geochemistry; Chemistry; Engineering; Oceanography","score_opus":0.0077273798620203175,"score_gpt":0.1952312068499882,"score_spread":0.1875038269879679,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021118730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951722,0.00016584674,0.00009596651,0.00016279616,0.0000054422217,0.000015665533,0.00038233137,0.0000070840365,0.003992577],"genre_scores_gemma":[0.99702686,0.00011363448,0.00014907142,0.00003453626,0.0000013505718,0.000003613235,0.00014189999,0.0000041475755,0.0025249468],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99977034,0.000018450182,0.0000072313023,0.000045959063,0.000075769785,0.00008221626],"domain_scores_gemma":[0.9993205,0.000046125046,0.00008168872,0.000012177104,0.00043008543,0.00010947935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026615948,0.00016917121,0.00021030637,0.0009967535,0.002093176,0.0010774944,0.00061393925,0.00041750263,0.0013260727],"category_scores_gemma":[0.0005210005,0.00023051332,0.0001638517,0.0011851421,0.0008411258,0.0003480308,0.00051875843,0.0003318454,0.00017198315],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036713973,0.0000855311,0.94523656,0.00007222133,0.000062824154,0.00066320424,0.0027086306,0.0026360212,0.030167835,0.0007645182,0.0013672962,0.015868168],"study_design_scores_gemma":[0.0000037051632,0.000017552087,0.9958638,0.000006630014,0.000005032696,0.000038526996,0.0010427643,0.0007397264,0.0008302533,0.000026500942,0.001417909,0.0000075814028],"about_ca_topic_score_codex":0.9690534,"about_ca_topic_score_gemma":0.9894293,"teacher_disagreement_score":0.030946612,"about_ca_system_score_codex":0.014387467,"about_ca_system_score_gemma":0.010535237,"threshold_uncertainty_score":0.10438883},"labels":[],"label_agreement":null},{"id":"W2029011622","doi":"10.1007/s11270-010-0429-6","title":"Water Cover Technology for Reactive Tailings Management: A Case Study of Field Measurement and Model Predictions","year":2010,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Vale (Canada); Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Industry Canada","keywords":"Tailings; Environmental science; Sediment; Cover (algebra); Hydrology (agriculture); Mining engineering; Geology; Geotechnical engineering; Chemistry; Geomorphology; Engineering","score_opus":0.012877138169047685,"score_gpt":0.20144678758763987,"score_spread":0.1885696494185922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2029011622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99594337,0.000016080101,0.0028434636,0.000028667957,0.0000035356254,0.00003801257,0.00012270374,0.00010823932,0.00089586945],"genre_scores_gemma":[0.99832875,0.000015763586,0.0012120066,0.000004932749,0.0000010339417,0.000013912577,0.00007920161,0.0000072783214,0.00033702172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99960357,0.000091107235,0.000026560814,0.00010022876,0.00011621375,0.000062366606],"domain_scores_gemma":[0.9984686,0.0009534405,0.00009848192,0.00017303198,0.00026500932,0.00004158815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009837848,0.0005394426,0.00041183515,0.0004151339,0.00080308743,0.00084977545,0.0010355869,0.0010773239,0.00085610454],"category_scores_gemma":[0.0013828152,0.00026933814,0.00042112803,0.0005336239,0.00048437327,0.0012843026,0.0002509529,0.0005144601,0.00015680103],"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":[0.0013853789,0.0036661376,0.17155512,0.00024970574,0.00010222028,0.0010482899,0.0007751641,0.67856395,0.0656072,0.0015598435,0.0019446493,0.0735423],"study_design_scores_gemma":[0.000095892006,0.0009502838,0.048083335,0.000010705849,0.00005167419,0.00007201993,0.0004721663,0.9049933,0.04382836,0.0005983148,0.0008010408,0.000042884698],"about_ca_topic_score_codex":0.0438318,"about_ca_topic_score_gemma":0.05317957,"teacher_disagreement_score":0.0438318,"about_ca_system_score_codex":0.0019782656,"about_ca_system_score_gemma":0.0008183106,"threshold_uncertainty_score":0.087153316},"labels":[],"label_agreement":null},{"id":"W2032962828","doi":"10.1007/s10853-006-0403-2","title":"Experimental characterization of the stress–strain behaviour of cemented paste backfill in compression","year":2007,"lang":"en","type":"article","venue":"Journal of Materials Science","topic":"Tailings Management and Properties","field":"Engineering","cited_by":189,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue; University of Ottawa","funders":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Materials science; Compressive strength; Composite material; Deformation (meteorology); Solid mechanics; Compression (physics); Overburden pressure; Stress (linguistics); Stiffness; Stress–strain curve; Geotechnical engineering; Geology","score_opus":0.014603758760358177,"score_gpt":0.23330466049335793,"score_spread":0.21870090173299975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032962828","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977608,0.00013319006,0.001047203,0.000015985117,0.0000069945104,0.000013992684,0.00023036057,0.000047647794,0.00074387976],"genre_scores_gemma":[0.9989048,0.000056812776,0.00035700612,0.0000054396555,0.0000032400426,0.000011859859,0.00013719857,0.000011129455,0.0005124984],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995671,0.000036166955,0.000028111734,0.000059250284,0.00022135094,0.000087916516],"domain_scores_gemma":[0.99930143,0.00025532045,0.000110204026,0.00010075433,0.00018201777,0.000050312658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049149693,0.0005434681,0.0004169299,0.00041836832,0.00049598556,0.00028519472,0.00058048277,0.00068002497,0.0030805904],"category_scores_gemma":[0.00082380127,0.00025554016,0.00023632252,0.000646215,0.0007875917,0.00053913955,0.00025668685,0.0004373832,0.00031440557],"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":[0.00048574145,0.000098480814,0.0011287184,0.000046984114,0.0000052762393,0.00008896203,0.00012304833,0.0005149385,0.9947706,0.00007241244,0.000044062377,0.0026208332],"study_design_scores_gemma":[0.000014983095,0.0006572678,0.009122093,0.000004969419,0.000009785549,0.00005845808,0.000076247925,0.0015700352,0.9880475,0.000028019243,0.0004015951,0.000009120108],"about_ca_topic_score_codex":0.0013470517,"about_ca_topic_score_gemma":0.0018960399,"teacher_disagreement_score":0.0030805904,"about_ca_system_score_codex":0.00031036598,"about_ca_system_score_gemma":0.0003848998,"threshold_uncertainty_score":0.0103055835},"labels":[],"label_agreement":null},{"id":"W2034368155","doi":"10.2118/2009-167","title":"Dry Stackable Tailings as a Tailings Management Option: Preliminary Laboratory and Field Experience Using Centrifuges","year":2009,"lang":"en","type":"article","venue":"Canadian International Petroleum Conference","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":"Syncrude (Canada); Natural Resources Canada","funders":"Syncrude","keywords":"Tailings; Environmental science; Waste management; Mining engineering; Geology; Materials science; Metallurgy; Engineering","score_opus":0.012330382893191901,"score_gpt":0.2195024234881264,"score_spread":0.2071720405949345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2034368155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996691,0.00013148542,0.0015069604,0.00007183346,0.000010544611,0.00036561154,0.00009710913,0.00003354037,0.0010917868],"genre_scores_gemma":[0.9799329,0.0005138355,0.014246745,0.00008821569,0.000025082365,0.00023049305,0.00042586293,0.000024993322,0.0045118085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99846077,0.0006476776,0.000105301675,0.00021666236,0.00032217364,0.00024734676],"domain_scores_gemma":[0.99744475,0.00083095965,0.00020577319,0.000181816,0.0008837176,0.00045295083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003444444,0.001045369,0.00059981196,0.0005957332,0.0015572032,0.0009812397,0.0013736273,0.0009664283,0.0016596643],"category_scores_gemma":[0.0026176649,0.0002857047,0.00053682056,0.000437855,0.0010611761,0.0011477426,0.0007297081,0.0007991787,0.00054944854],"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":[0.008446038,0.10610057,0.06745685,0.001966176,0.00026798696,0.0031739238,0.014205354,0.0124140065,0.531904,0.0011414188,0.0031038672,0.24981982],"study_design_scores_gemma":[0.001130981,0.39711985,0.10493702,0.00021799961,0.00045556243,0.0010765042,0.01917513,0.0144726485,0.44124684,0.00081993267,0.019038755,0.00030876117],"about_ca_topic_score_codex":0.007746031,"about_ca_topic_score_gemma":0.015848968,"teacher_disagreement_score":0.007746031,"about_ca_system_score_codex":0.00088199857,"about_ca_system_score_gemma":0.0010718441,"threshold_uncertainty_score":0.018216193},"labels":[],"label_agreement":null},{"id":"W2035560690","doi":"10.1139/t06-005","title":"Effect of specimen composition on the strength development in cemented paste backfill","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":157,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cementation (geology); Compressive strength; Materials science; Superplasticizer; Geotechnical engineering; Consolidation (business); Composite material; Cement; Vicat softening point; Geology; Softening point","score_opus":0.006299647997454271,"score_gpt":0.17523566354255202,"score_spread":0.16893601554509774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035560690","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99787045,0.00041343592,0.0011661319,0.000016705786,0.000009425933,0.000014896345,0.000090781155,0.00004824598,0.00036990244],"genre_scores_gemma":[0.9966434,0.00019719859,0.0023169576,0.000025802005,0.0000037231518,0.000014299302,0.00015688821,0.0000332315,0.0006085782],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99951553,0.00010188782,0.000051712042,0.000083867315,0.00020531697,0.000041682924],"domain_scores_gemma":[0.99912184,0.0002785276,0.00019687357,0.00007752872,0.00020931615,0.0001159344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048014868,0.00031735658,0.00027934965,0.00037313305,0.00020630441,0.00032908557,0.00018944083,0.00026646923,0.0013636852],"category_scores_gemma":[0.0015605673,0.00032006414,0.00018470107,0.00023653216,0.00032931907,0.00039218774,0.00024795806,0.00027598997,0.00024120221],"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":[0.00043549473,0.000030287818,0.0030041027,0.000039310755,0.000011062569,0.00006635257,0.0000462261,0.00022633822,0.9921273,0.000013538807,0.000012557836,0.00398738],"study_design_scores_gemma":[0.000006391801,0.0006110942,0.012095259,0.0000051297693,0.0000204627,0.00011929875,0.000046499546,0.00039285966,0.98630697,0.000011754785,0.0003790381,0.000005245997],"about_ca_topic_score_codex":0.0006739076,"about_ca_topic_score_gemma":0.0017533863,"teacher_disagreement_score":0.0013636852,"about_ca_system_score_codex":0.00017924233,"about_ca_system_score_gemma":0.0002000209,"threshold_uncertainty_score":0.0045620203},"labels":[],"label_agreement":null},{"id":"W2046450860","doi":"10.1016/j.mineng.2007.11.012","title":"Integrated mine tailings management by combining environmental desulphurization and cemented paste backfill: Application to mine Doyon, Quebec, Canada","year":2008,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":239,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"SNC-Lavalin (Canada); Natural Sciences and Engineering Research Council; Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Waste management; Environmental remediation; Cement; Metallurgy; Mining engineering; Slag (welding); Environmental science; Portland cement; Engineering; Contamination; Materials science","score_opus":0.004104773185230299,"score_gpt":0.14467132844059558,"score_spread":0.14056655525536527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2046450860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9788027,0.00044181157,0.0071165375,0.00045119607,0.00002041423,0.0002812336,0.0005924668,0.00033775545,0.011955951],"genre_scores_gemma":[0.9727366,0.0005204937,0.014991329,0.00006525482,0.000004278028,0.00004361238,0.00027354638,0.000036025143,0.011328844],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996815,0.000033832894,0.000009735922,0.000048990947,0.000150729,0.00007514306],"domain_scores_gemma":[0.9996364,0.00003568204,0.000019805835,0.000016502123,0.00025763616,0.00003392694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004140293,0.00050149014,0.000370739,0.0005023698,0.0017858435,0.0010531594,0.00078134856,0.0005985955,0.002124937],"category_scores_gemma":[0.0004326484,0.00020438158,0.00040749967,0.0010418092,0.00037156764,0.0002912495,0.00040310092,0.00031584586,0.00017280603],"study_design_candidate":"bench_or_experimental","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":[0.0018301078,0.002786515,0.16911237,0.00063636404,0.00034129262,0.0018698063,0.0014339921,0.22036318,0.17550084,0.0028765097,0.011040603,0.4122085],"study_design_scores_gemma":[0.001152626,0.0031439587,0.39064807,0.00012718324,0.0008669038,0.0005601915,0.0067037195,0.39360142,0.15756583,0.0011182966,0.044240702,0.0002711773],"about_ca_topic_score_codex":0.97016656,"about_ca_topic_score_gemma":0.9884461,"teacher_disagreement_score":0.029833436,"about_ca_system_score_codex":0.014742426,"about_ca_system_score_gemma":0.012445339,"threshold_uncertainty_score":0.10696429},"labels":[],"label_agreement":null},{"id":"W2048111971","doi":"10.1139/t10-020","title":"Coupled two-dimensional finite element modelling of mine backfilling with cemented tailings","year":2010,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Tailings; Cement; Finite element method; Geology; Engineering; Mining engineering; Materials science; Structural engineering; Metallurgy","score_opus":0.014130290135846922,"score_gpt":0.18705971630223917,"score_spread":0.17292942616639223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2048111971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6198375,0.00060014485,0.34587762,0.00041507118,0.000112511974,0.000266444,0.000912515,0.00068731984,0.03129082],"genre_scores_gemma":[0.96845937,0.00023530047,0.022510411,0.000061014052,0.000010479388,0.0001986971,0.00028049017,0.000081371734,0.008162854],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996376,0.00008978963,0.000024442188,0.000061839535,0.000119289565,0.00006709962],"domain_scores_gemma":[0.9995604,0.00022596914,0.00005761501,0.000037478072,0.00007459592,0.00004384749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047599833,0.0006467905,0.0010136637,0.00074112904,0.00066664827,0.0016405578,0.0017015339,0.002798777,0.00270302],"category_scores_gemma":[0.001154092,0.00092675386,0.0009140344,0.0006432594,0.0015311496,0.0007105217,0.0011043056,0.00063770334,0.00037826918],"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":[0.000020936743,0.000017047232,0.00050381286,0.000014480954,0.000008704442,0.00006396002,0.000040798706,0.99666494,0.0010976762,0.00055485975,0.000052022046,0.00096075726],"study_design_scores_gemma":[0.000005825899,0.000010049656,0.0001878036,0.0000038412245,0.0000031879572,0.000009392599,0.00001834784,0.9990846,0.00026985593,0.00017620924,0.00022591284,0.0000049390082],"about_ca_topic_score_codex":0.03136628,"about_ca_topic_score_gemma":0.020266593,"teacher_disagreement_score":0.03136628,"about_ca_system_score_codex":0.001045224,"about_ca_system_score_gemma":0.0014541127,"threshold_uncertainty_score":0.06236744},"labels":[],"label_agreement":null},{"id":"W205003235","doi":"10.1007/3-540-26737-9_25","title":"An unsaturated soil seepage analysis for design of a soil cover system to reduce oxidation of a mine tailings deposit","year":2005,"lang":"en","type":"book-chapter","venue":"Springer Proceedings in Physics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Klohn Crippen Berger (Canada); Geological Survey of Canada; Natural Resources Canada","funders":"","keywords":"Tailings; Tailings dam; Infiltration (HVAC); Groundwater; Piezometer; Geology; Geotechnical engineering; Soil water; Environmental science; Saturation (graph theory); Hydrology (agriculture); Mining engineering; Soil science; Aquifer","score_opus":0.019226781646497316,"score_gpt":0.215591335544434,"score_spread":0.19636455389793667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W205003235","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3489091,0.00039222703,0.62841433,0.000108164044,0.00004077837,0.00020198243,0.00039729994,0.00068256696,0.020853663],"genre_scores_gemma":[0.95037323,0.000233414,0.04188568,0.000022788166,0.000010264557,0.00009056613,0.00014657245,0.00007180938,0.0071656215],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999274,0.0000117984655,0.0000030245387,0.000013255887,0.00003303825,0.000011587213],"domain_scores_gemma":[0.9999088,0.000040441202,0.000009060231,0.00000418116,0.00003348683,0.000003993673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016023459,0.00048423963,0.00045350485,0.00042253046,0.00038304558,0.00039414613,0.00044022675,0.00034722793,0.004045977],"category_scores_gemma":[0.00022910902,0.00024538304,0.00054529274,0.00028374104,0.00013166806,0.00035054385,0.0002021437,0.00020927242,0.00030431664],"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":[0.00025166644,0.00024048923,0.0047844173,0.00033864647,0.0000550766,0.00020797293,0.00012469615,0.7366685,0.12881258,0.004657813,0.0015309617,0.1223272],"study_design_scores_gemma":[0.000010554259,0.00021030976,0.0026341085,0.000012355051,0.00004270213,0.000032808905,0.00004819227,0.98173577,0.012700491,0.0013989672,0.001162768,0.000011105372],"about_ca_topic_score_codex":0.0044158474,"about_ca_topic_score_gemma":0.007859878,"teacher_disagreement_score":0.0044158474,"about_ca_system_score_codex":0.00042232047,"about_ca_system_score_gemma":0.00060790847,"threshold_uncertainty_score":0.013535082},"labels":[],"label_agreement":null},{"id":"W2050154463","doi":"10.1016/j.ijmst.2014.05.020","title":"An improved method to assess the required strength of cemented backfill in underground stopes with an open face","year":2014,"lang":"en","type":"article","venue":"International Journal of Mining Science and Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":58,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wedge (geometry); Cohesion (chemistry); Geotechnical engineering; Friction angle; Dilution; Computer simulation; Factor of safety; Safety factor; Engineering; Mining engineering; Simulation; Mathematics; Chemistry","score_opus":0.030675404428360607,"score_gpt":0.3172064463716368,"score_spread":0.2865310419432762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050154463","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43027294,0.00027511653,0.5654085,0.00005776851,0.000030166937,0.00010883648,0.00021208083,0.00091609615,0.002718466],"genre_scores_gemma":[0.8861823,0.0001305435,0.11258171,0.000015097377,0.0000032350615,0.000098204015,0.00009488035,0.00003136452,0.0008626531],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967873,0.000038298338,0.000021890393,0.000062938634,0.00017691856,0.0000211899],"domain_scores_gemma":[0.99952614,0.00017335439,0.00007973188,0.000051902913,0.00015310966,0.000015757905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046626813,0.00057157926,0.00044500417,0.0013151573,0.00023811815,0.00040586194,0.0007075891,0.0009014214,0.001392374],"category_scores_gemma":[0.0013537509,0.0003056833,0.0003343962,0.0006141327,0.00045412194,0.00075076526,0.00038562826,0.00037390096,0.00026277293],"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":[0.0003252107,0.00019332877,0.017867543,0.0005710721,0.000044040928,0.00040484377,0.0004952408,0.1891551,0.64899486,0.004010351,0.00038016215,0.13755815],"study_design_scores_gemma":[0.000027267077,0.00025966138,0.006571438,0.000028743305,0.00002626644,0.00021012765,0.00017991483,0.8389903,0.15184379,0.0007701084,0.0010284802,0.000063996195],"about_ca_topic_score_codex":0.0014531707,"about_ca_topic_score_gemma":0.0019788512,"teacher_disagreement_score":0.0014531707,"about_ca_system_score_codex":0.00031470307,"about_ca_system_score_gemma":0.00059180846,"threshold_uncertainty_score":0.004657924},"labels":[],"label_agreement":null},{"id":"W2051232999","doi":"10.1016/j.tust.2006.08.005","title":"Mix proportioning of underground cemented tailings backfill","year":2007,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":316,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue; University of Ottawa","funders":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Tailings; Slump; Cement; Response surface methodology; Compressive strength; Fineness; Engineering; Geotechnical engineering; Process engineering; Materials science; Computer science; Composite material; Metallurgy; Machine learning","score_opus":0.009977684791926934,"score_gpt":0.20734740324930345,"score_spread":0.19736971845737653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051232999","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971788,0.00009755329,0.0013445065,0.000005283865,0.0000035383,0.0000049845,0.00009962394,0.000034726454,0.0012308869],"genre_scores_gemma":[0.99782145,0.000040183615,0.0004900551,0.0000042188058,0.0000012366263,0.0000034482282,0.00008386414,0.0000141067585,0.0015414741],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99952304,0.00006244162,0.00003188278,0.00009491836,0.00021860149,0.00006899658],"domain_scores_gemma":[0.99970835,0.000067266024,0.00005407441,0.000024486802,0.00012157325,0.000024198982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044775268,0.00022388207,0.00039180694,0.0008306753,0.00041091847,0.00063708436,0.00034920764,0.0002734152,0.0031424267],"category_scores_gemma":[0.0005340475,0.00020706373,0.00031501826,0.0007230124,0.00023083617,0.0005101271,0.00029204338,0.00019324098,0.00043570323],"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":[0.0035415585,0.00012103988,0.03334153,0.00014822932,0.00004444391,0.0001603027,0.0002724878,0.0123966765,0.91796464,0.00064362044,0.00017181822,0.031193636],"study_design_scores_gemma":[0.000016354581,0.00075742044,0.037045583,0.000009908094,0.000067981746,0.00009520715,0.00025205032,0.019924477,0.9398999,0.00019297226,0.0017196479,0.000018480385],"about_ca_topic_score_codex":0.0025584141,"about_ca_topic_score_gemma":0.004298361,"teacher_disagreement_score":0.0031424267,"about_ca_system_score_codex":0.00060186005,"about_ca_system_score_gemma":0.00026068033,"threshold_uncertainty_score":0.010512412},"labels":[],"label_agreement":null},{"id":"W2060521777","doi":"10.1007/s10706-015-9876-6","title":"Erratum to: Evaluation of the Stress State in Two Adjacent Backfilled Stopes Within an Elasto-Plastic Rock Mass","year":2015,"lang":"en","type":"erratum","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Rock mass classification; Geotechnical engineering; Geology; Excavation; Hydrogeology; Stress (linguistics); Mining engineering","score_opus":0.025585184803323044,"score_gpt":0.2354380723243891,"score_spread":0.20985288752106607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060521777","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010675603,0.002090668,0.0037364867,0.05487288,0.90004575,0.00018581472,0.003031578,0.00083100254,0.02453016],"genre_scores_gemma":[0.08589072,0.006615128,0.019912153,0.047224596,0.070328,0.0003705932,0.0067535043,0.0015231459,0.76138216],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99845815,0.000111694724,0.0003339257,0.00014165015,0.0008589366,0.00009574699],"domain_scores_gemma":[0.9943974,0.0012220923,0.00037792805,0.0002943591,0.0034422276,0.0002660518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079924765,0.0015269243,0.0009601059,0.0018454987,0.0024629764,0.00112517,0.0014472565,0.0052593183,0.025107628],"category_scores_gemma":[0.012600305,0.0007296803,0.00070576265,0.001034017,0.0011949001,0.0009929655,0.0011569175,0.0025566674,0.013253437],"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":[0.0001630102,0.000052192547,0.0009992378,0.00020841313,0.000014374087,0.0063271206,0.00016729289,0.0004306699,0.0007082685,0.00079036265,0.96577334,0.024365678],"study_design_scores_gemma":[0.00006179745,0.00016676229,0.00867597,0.00053717627,0.00006872433,0.0039703143,0.00080209767,0.0011412911,0.0025628272,0.0011774359,0.9807426,0.0000930014],"about_ca_topic_score_codex":0.025961306,"about_ca_topic_score_gemma":0.03747526,"teacher_disagreement_score":0.025961306,"about_ca_system_score_codex":0.0018489134,"about_ca_system_score_gemma":0.0027739636,"threshold_uncertainty_score":0.083993375},"labels":[],"label_agreement":null},{"id":"W2062877074","doi":"10.1007/s10064-007-0117-y","title":"Characterization of cemented paste backfill pore structure using SEM and IA analysis","year":2008,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); 3M (Canada); Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tortuosity; Scanning electron microscope; Porosity; Curing (chemistry); Materials science; Composite material; Pore water pressure; Hydraulic conductivity; Characterisation of pore space in soil; Geotechnical engineering; Geology; Soil science; Soil water","score_opus":0.0043261901252334145,"score_gpt":0.14144302143085594,"score_spread":0.13711683130562252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062877074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97658074,0.0002391417,0.018093145,0.00004092598,0.000015945614,0.000046089765,0.00083330105,0.00032531677,0.0038253912],"genre_scores_gemma":[0.98966277,0.00010682378,0.008305042,0.000018075889,0.0000026519697,0.000021684136,0.00035653904,0.000035029727,0.0014914891],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998616,0.000010689728,0.0000132039795,0.000027078937,0.00006396403,0.000023325367],"domain_scores_gemma":[0.9996387,0.00007126661,0.00004477205,0.00004749915,0.00017517168,0.000022614235],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028450167,0.00021250485,0.00023557115,0.00078820693,0.0002651868,0.00041309316,0.00019747025,0.00031097524,0.0019202699],"category_scores_gemma":[0.0004825783,0.00014331985,0.00027122622,0.00042262653,0.00033097935,0.00037066688,0.00012804726,0.000326635,0.00037459843],"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":[0.000071335904,0.000018479363,0.0021220627,0.00003439097,0.0000054209154,0.00007033598,0.00006794823,0.0002939458,0.99152863,0.00012286704,0.00005765141,0.005606877],"study_design_scores_gemma":[0.000004399645,0.000116861185,0.028823502,0.0000045129577,0.000019445573,0.00027270205,0.00015800842,0.0026901858,0.9661433,0.00007959701,0.0016794055,0.0000080338],"about_ca_topic_score_codex":0.0016550032,"about_ca_topic_score_gemma":0.0025328815,"teacher_disagreement_score":0.0019202699,"about_ca_system_score_codex":0.00017849241,"about_ca_system_score_gemma":0.00021491869,"threshold_uncertainty_score":0.00642401},"labels":[],"label_agreement":null},{"id":"W2064467852","doi":"10.1016/j.mineng.2011.12.010","title":"Alternative by-product based binders for cemented mine backfill: Recipes optimisation using Taguchi method","year":2012,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"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":"Canada Research Chairs; Université de Sherbrooke","keywords":"Pozzolan; Portland cement; Fly ash; Cementitious; Ground granulated blast-furnace slag; Pozzolanic activity; Cement; Taguchi methods; Materials science; Waste management; Compressive strength; Pozzolanic reaction; Metallurgy; Composite material; Engineering","score_opus":0.03939120333403718,"score_gpt":0.2598559698286205,"score_spread":0.22046476649458335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064467852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86820525,0.007370659,0.11764321,0.00017471965,0.00008290509,0.0006280629,0.00048206048,0.00035925425,0.005053801],"genre_scores_gemma":[0.8643738,0.0033099013,0.12661755,0.000054078948,0.000020653095,0.00024802928,0.00030416116,0.000117244555,0.0049545243],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99860173,0.00025538172,0.00012271534,0.0001351154,0.0008012881,0.0000837773],"domain_scores_gemma":[0.9995908,0.0001176923,0.000092680064,0.00003828562,0.00013142842,0.000029071885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011910469,0.000900182,0.0013217762,0.0014230345,0.00042475766,0.00084185385,0.00070381287,0.00067836075,0.0014138239],"category_scores_gemma":[0.0010952872,0.00043535096,0.0009030251,0.001339965,0.0003736419,0.0006888033,0.000495857,0.00075814314,0.00063828955],"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":[0.00046133122,0.00032762394,0.00046412987,0.0007678961,0.000043161213,0.00008202535,0.00008405305,0.006229451,0.9492577,0.00043010255,0.00012882082,0.041723788],"study_design_scores_gemma":[0.00002907976,0.0009802947,0.0013691128,0.000028102884,0.00010804277,0.00009404498,0.00005970855,0.00972865,0.98365074,0.00015309562,0.0037656655,0.000033483335],"about_ca_topic_score_codex":0.0012548107,"about_ca_topic_score_gemma":0.0051712645,"teacher_disagreement_score":0.0014230345,"about_ca_system_score_codex":0.0005356618,"about_ca_system_score_gemma":0.00090557773,"threshold_uncertainty_score":0.0062989593},"labels":[],"label_agreement":null},{"id":"W2066947624","doi":"10.1016/j.mineng.2010.07.003","title":"Coupling oxidation to transient drying during multilayer deposition of thickened gold tailings","year":2010,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Tailings; Dewatering; Deposition (geology); Slurry; Oxygen; Saturation (graph theory); Decoupling (probability); Materials science; Metallurgy; Environmental science; Chemistry; Geotechnical engineering; Environmental engineering; Geology; Engineering","score_opus":0.006971233763067146,"score_gpt":0.18728415750133492,"score_spread":0.18031292373826777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066947624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99327624,0.0005333939,0.004626095,0.000039685012,0.000043750788,0.00002332908,0.00004689479,0.0000938672,0.0013168693],"genre_scores_gemma":[0.9948702,0.00030578003,0.002651607,0.00003525007,0.0000071534446,0.000012413024,0.00007230996,0.000031583673,0.0020137657],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998969,0.000005843645,0.0000073366778,0.00002864312,0.000024402405,0.00003678379],"domain_scores_gemma":[0.9999025,0.000020490448,0.00002729725,0.000018838668,0.000022064916,0.00000883296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015152678,0.00021292105,0.00020102314,0.00012362223,0.00018504974,0.00018396306,0.00020701614,0.0002240715,0.0009536548],"category_scores_gemma":[0.00020713302,0.00019795983,0.00018113894,0.00011160966,0.0001591427,0.00027850718,0.00022999148,0.0003966164,0.00019667372],"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":[0.00003230135,0.0000053357567,0.000088095134,0.000034753113,0.0000037759403,0.000024393523,0.00003393294,0.000058512276,0.99836785,0.00003368516,0.000033194145,0.0012842489],"study_design_scores_gemma":[0.0000022200006,0.000046006484,0.00068018923,0.0000019012139,0.0000035225664,0.00002366908,0.000015765021,0.00020921254,0.9985739,0.0000075878525,0.00043404117,0.0000018503941],"about_ca_topic_score_codex":0.000936521,"about_ca_topic_score_gemma":0.002619777,"teacher_disagreement_score":0.0009536548,"about_ca_system_score_codex":0.000237544,"about_ca_system_score_gemma":0.00015544753,"threshold_uncertainty_score":0.003190279},"labels":[],"label_agreement":null},{"id":"W2071499811","doi":"10.1007/s001280122","title":"Metal Concentrations in Bivalves Living in and Around Copper Mine Tailings Released After a Tailings Dam Breach","year":2001,"lang":"en","type":"article","venue":"Bulletin of Environmental Contamination and Toxicology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Fisheries and Oceans Canada","funders":"","keywords":"Tailings; Copper mine; Tailings dam; Ecotoxicology; Copper; Environmental science; Mining engineering; Environmental chemistry; Geology; Metallurgy; Chemistry; Materials science","score_opus":0.006247173294167849,"score_gpt":0.1865420285111065,"score_spread":0.18029485521693864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2071499811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99961483,0.000020826139,0.000030466206,0.000005189586,0.000002482396,0.0000024974413,0.00008166105,0.0000015419959,0.00024045506],"genre_scores_gemma":[0.99753284,0.0000510298,0.00010742497,0.000021192383,0.000005119482,0.000009160785,0.00023816685,0.0000029923453,0.0020320546],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998759,0.000010605356,0.000009203475,0.000044743316,0.000024688687,0.00003485796],"domain_scores_gemma":[0.99973136,0.000026766887,0.000051215186,0.000014510346,0.00010898256,0.00006721248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001143796,0.0003978725,0.00042169046,0.0007900259,0.0009765713,0.000753931,0.00027734524,0.0006898824,0.0011272867],"category_scores_gemma":[0.00036480196,0.0003744915,0.00027580373,0.00035455398,0.0006088626,0.00031340425,0.0005559084,0.0003432689,0.00041011503],"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":[0.003053375,0.00023164321,0.81532323,0.000074963595,0.0000976827,0.000908096,0.0036425048,0.0002075496,0.1712935,0.000041136285,0.00017058941,0.004955739],"study_design_scores_gemma":[0.000008220835,0.0004822072,0.99154717,0.000006199734,0.000040818042,0.0002512345,0.0016693784,0.00017256757,0.005480093,0.000019577334,0.00031474835,0.000007763212],"about_ca_topic_score_codex":0.015067929,"about_ca_topic_score_gemma":0.024452733,"teacher_disagreement_score":0.015067929,"about_ca_system_score_codex":0.00036084675,"about_ca_system_score_gemma":0.00024285767,"threshold_uncertainty_score":0.029960454},"labels":[],"label_agreement":null},{"id":"W2073594807","doi":"10.1016/j.jenvman.2011.08.015","title":"Assessment of arsenic immobilization in synthetically prepared cemented paste backfill specimens","year":2011,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"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":"Arsenic; Environmental science; Environmental chemistry; Waste management; Geotechnical engineering; Environmental engineering; Mining engineering; Geology; Chemistry; Metallurgy; Materials science; Engineering","score_opus":0.010879926896416167,"score_gpt":0.18771337274016964,"score_spread":0.17683344584375346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073594807","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99779713,0.00011393025,0.0014988781,0.000008525104,0.0000064303986,0.000007235658,0.00013724733,0.000024758285,0.0004059917],"genre_scores_gemma":[0.9972046,0.000100210935,0.0012628755,0.0000064077435,0.0000020608043,0.000009343202,0.00017695934,0.000007798799,0.0012297654],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998609,0.000018016219,0.000013205759,0.00003124219,0.000053840125,0.000022697206],"domain_scores_gemma":[0.9998779,0.00002435252,0.00002390018,0.000014950218,0.000048340597,0.000010345625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020869834,0.00030234957,0.00017627928,0.00023059818,0.00020327457,0.00017026483,0.00021452497,0.0003080037,0.0011319807],"category_scores_gemma":[0.00022644667,0.00014210843,0.00019467888,0.00018887667,0.00020074751,0.0001780997,0.00010510374,0.00017915809,0.0002195561],"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":[0.00013784505,0.000012499099,0.0007505327,0.000017873528,0.00000462237,0.00003794754,0.00003535005,0.00013045681,0.9979424,0.000012808913,0.000008641952,0.0009089652],"study_design_scores_gemma":[0.0000025644242,0.00029667187,0.003826796,0.0000017373305,0.0000116611545,0.000043247106,0.00007011094,0.00053169794,0.99496776,0.000009179257,0.00023576464,0.0000027898993],"about_ca_topic_score_codex":0.0012791674,"about_ca_topic_score_gemma":0.0026835431,"teacher_disagreement_score":0.0012791674,"about_ca_system_score_codex":0.00013366298,"about_ca_system_score_gemma":0.00018784236,"threshold_uncertainty_score":0.003786862},"labels":[],"label_agreement":null},{"id":"W2075146012","doi":"10.1590/s0370-44672012000200013","title":"Viabilidade técnica da fabricação de cimento com mistura de escória de aciaria LD e resíduo de granito","year":2012,"lang":"pt","type":"article","venue":"Rem Revista Escola de Minas","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":"Adidas (Canada)","funders":"","keywords":"Physics; Humanities; Art","score_opus":0.020798432234165665,"score_gpt":0.25073523375410256,"score_spread":0.2299368015199369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075146012","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99728143,0.00045073158,0.0012673514,0.000012887802,0.0000058052383,0.000012713722,0.000023545861,0.000016709815,0.000928855],"genre_scores_gemma":[0.9941104,0.0006139837,0.003209295,0.000013242167,0.0000043371906,0.000013107802,0.000038894363,0.000012235678,0.0019843807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997576,0.000036518497,0.0000139393605,0.000051443763,0.000094830415,0.0000456888],"domain_scores_gemma":[0.99964654,0.00010068066,0.00011190331,0.000034991303,0.00008261981,0.00002327325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047100757,0.00036561736,0.00023656465,0.00036639514,0.00028249237,0.00061918976,0.00025830595,0.000355213,0.0008805614],"category_scores_gemma":[0.00054316776,0.00016889318,0.00037642932,0.00043845148,0.0002844363,0.0003739765,0.00021620076,0.00025699686,0.00021473863],"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":[0.00013661844,0.000036245267,0.0034397785,0.000121423385,0.000013152365,0.00013979519,0.00013971936,0.00050243334,0.9890906,0.00004985578,0.000022753895,0.0063075926],"study_design_scores_gemma":[0.0000061904857,0.0009035987,0.015778463,0.000014367965,0.00004735087,0.00024047673,0.00027141743,0.0015883988,0.9783039,0.000037257152,0.0027962325,0.000012234565],"about_ca_topic_score_codex":0.0014391012,"about_ca_topic_score_gemma":0.00415728,"teacher_disagreement_score":0.0014391012,"about_ca_system_score_codex":0.00037302225,"about_ca_system_score_gemma":0.0002675522,"threshold_uncertainty_score":0.0029457808},"labels":[],"label_agreement":null},{"id":"W2082749954","doi":"10.1016/j.mineng.2012.05.016","title":"Arsenic speciation in cemented paste backfills and synthetic calcium–silicate–hydrates","year":2012,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"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; Canadian Institutes of Health Research","keywords":"Tailings; X-ray absorption fine structure; Extended X-ray absorption fine structure; Arsenic; Chemistry; Adsorption; Environmental chemistry; Silicate; Calcium silicate; Atomic absorption spectroscopy; Mineralogy; Materials science; Metallurgy; Absorption spectroscopy; Spectroscopy; Composite material","score_opus":0.013758037045811935,"score_gpt":0.19086921127210368,"score_spread":0.17711117422629175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082749954","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884975,0.000116027026,0.00032480777,0.00001745208,0.000007849662,0.0000048973275,0.000100605306,0.000013632533,0.00056491996],"genre_scores_gemma":[0.99877423,0.00006867544,0.00019575047,0.000008863574,0.0000031299608,0.0000022420502,0.000120546865,0.000005168988,0.00082141836],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997297,0.00005976128,0.000025264853,0.000050039915,0.00007952377,0.000055696204],"domain_scores_gemma":[0.99983525,0.000049937884,0.000027408729,0.000012511741,0.000058538404,0.000016359712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035369865,0.00028713592,0.00024321058,0.00035545471,0.00032062732,0.0004156534,0.00027947407,0.00046075345,0.0010776904],"category_scores_gemma":[0.0005097582,0.00016128599,0.00025684672,0.0002279005,0.00036724735,0.00030292026,0.00017269189,0.00021721964,0.00023948791],"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":[0.004091886,0.00011164238,0.0072613773,0.00010521071,0.000055920646,0.00023355553,0.00019581351,0.0027596797,0.97972953,0.00024731556,0.00017797765,0.0050300728],"study_design_scores_gemma":[0.00003445794,0.00068029045,0.005107507,0.000005172786,0.00002830416,0.00010704436,0.0002567354,0.0041996078,0.9887938,0.000073979994,0.000701997,0.000011227213],"about_ca_topic_score_codex":0.0056969733,"about_ca_topic_score_gemma":0.00420129,"teacher_disagreement_score":0.0056969733,"about_ca_system_score_codex":0.00050853274,"about_ca_system_score_gemma":0.00037396172,"threshold_uncertainty_score":0.011327624},"labels":[],"label_agreement":null},{"id":"W2084422195","doi":"10.1139/t11-063","title":"Limit equilibrium analysis for the design of backfilled stope barricades made of waste rock","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; École de technologie supérieure","keywords":"Pore water pressure; Geotechnical engineering; Limit (mathematics); Geology; Environmental science","score_opus":0.04380055831599485,"score_gpt":0.2032811997547432,"score_spread":0.15948064143874835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084422195","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11025727,0.00030558542,0.8768022,0.00010805594,0.000022316239,0.00018014055,0.000048826892,0.0003206144,0.011955045],"genre_scores_gemma":[0.91824096,0.00019890959,0.076358005,0.00003476747,0.0000063817547,0.00025910386,0.000051917526,0.000070243135,0.0047796797],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992986,0.00013962683,0.000025728163,0.000095374635,0.00035907098,0.00008168864],"domain_scores_gemma":[0.9993777,0.00033806666,0.00007519147,0.000025150177,0.00016190403,0.000021990038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009220918,0.000768346,0.00066912785,0.0009567423,0.0004624455,0.0013973349,0.0011169997,0.0010799577,0.0028641953],"category_scores_gemma":[0.0024337892,0.0005470484,0.00079335854,0.00025677108,0.00069622666,0.0007745683,0.00074270036,0.0004355629,0.00042960144],"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":[0.000099237746,0.00006722412,0.0008211394,0.0001645513,0.000028933808,0.00021057052,0.00017424261,0.92100847,0.037826486,0.012171945,0.00040203615,0.027025213],"study_design_scores_gemma":[0.0000136241115,0.00011286714,0.00023508957,0.000014143723,0.000012559429,0.000037177666,0.00006616148,0.9877515,0.007596894,0.0024592187,0.0016856013,0.000015016995],"about_ca_topic_score_codex":0.0038055787,"about_ca_topic_score_gemma":0.004106071,"teacher_disagreement_score":0.0038055787,"about_ca_system_score_codex":0.0012641702,"about_ca_system_score_gemma":0.0009337834,"threshold_uncertainty_score":0.009581625},"labels":[],"label_agreement":null},{"id":"W2084703355","doi":"10.1016/j.matchar.2007.05.003","title":"Pore structure of cemented tailings materials under natural or accidental thermal loads","year":2007,"lang":"en","type":"article","venue":"Materials Characterization","topic":"Tailings Management and Properties","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Materials science; Tailings; Curing (chemistry); Porosity; Cement; Microstructure; Composite material; Durability; Thermal; Porous medium; Compressive strength; Metallurgy","score_opus":0.008030937369071295,"score_gpt":0.20566654950652508,"score_spread":0.1976356121374538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2084703355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989594,0.000080324295,0.00042530676,0.000004923022,0.0000021224116,0.000003135722,0.00010621946,0.000018133815,0.00040052872],"genre_scores_gemma":[0.9995931,0.000021000355,0.000089776564,0.0000021555736,8.978949e-7,0.000001942161,0.00006749163,0.0000031559155,0.0002204668],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988806,0.000010661056,0.000005591939,0.000025314368,0.000042221465,0.000028108616],"domain_scores_gemma":[0.9996381,0.00013352977,0.000086884014,0.000026346182,0.000076305754,0.0000389018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001700844,0.000117792435,0.00013002884,0.0003933747,0.00022409928,0.00023926013,0.00020485272,0.00023796607,0.001909],"category_scores_gemma":[0.00046075392,0.00013255239,0.00012406152,0.00024798905,0.0005695978,0.00043852962,0.00013794962,0.00023617837,0.00012849492],"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":[0.00028992989,0.000020701005,0.0029786902,0.000055626573,0.0000061865508,0.00009869119,0.00017278428,0.00093940325,0.99321556,0.00030642707,0.000056158533,0.001859889],"study_design_scores_gemma":[0.000012599544,0.00039238596,0.05024283,0.0000073795054,0.000019635714,0.00029159928,0.00035993147,0.0060269157,0.9416672,0.00018316128,0.00077782874,0.000018563242],"about_ca_topic_score_codex":0.0015561034,"about_ca_topic_score_gemma":0.0013288428,"teacher_disagreement_score":0.001909,"about_ca_system_score_codex":0.00021531782,"about_ca_system_score_gemma":0.00017684697,"threshold_uncertainty_score":0.0063862205},"labels":[],"label_agreement":null},{"id":"W2086301927","doi":"10.1007/s10706-007-9154-3","title":"Design and Application of Underground Mine Paste Backfill Technology","year":2007,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":377,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Geotechnical engineering; Consolidation (business); Rock mass classification; Slump; Roof; Engineering; Compressive strength; Shrinkage; Rheology; Hydrogeology; Gangue; Geology; Structural engineering; Materials science; Composite material","score_opus":0.008745424042859813,"score_gpt":0.18342679789243868,"score_spread":0.17468137384957888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086301927","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3994407,0.00053742225,0.5790237,0.00024298471,0.00008752114,0.00025089688,0.00017703073,0.0008721668,0.019367518],"genre_scores_gemma":[0.9384245,0.00021964851,0.056450754,0.000028158986,0.000009690255,0.00006861012,0.000075370794,0.000038709153,0.004684539],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996407,0.000044605757,0.000018705357,0.0000499384,0.00020999684,0.00003608923],"domain_scores_gemma":[0.9997663,0.00003500821,0.000042846226,0.000034334593,0.00010349696,0.000018076467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031335643,0.00028902278,0.00030196583,0.00032601965,0.00028914047,0.0007059473,0.00065308687,0.00054797943,0.0014098723],"category_scores_gemma":[0.0004183867,0.00019917097,0.0002889528,0.00030109822,0.00021637688,0.00051713764,0.00036730178,0.00021991857,0.0004848172],"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":[0.00034426365,0.0002038901,0.0026792379,0.00042622234,0.000033762313,0.00032056327,0.00020591021,0.07074925,0.7733662,0.0077051376,0.0007571096,0.14320853],"study_design_scores_gemma":[0.00010922066,0.0024021603,0.006374483,0.00004609098,0.00011555115,0.00087651645,0.0002231078,0.21242559,0.74442834,0.0027193099,0.030231748,0.000047870253],"about_ca_topic_score_codex":0.00042449252,"about_ca_topic_score_gemma":0.00056798983,"teacher_disagreement_score":0.0014098723,"about_ca_system_score_codex":0.00034603302,"about_ca_system_score_gemma":0.0006713722,"threshold_uncertainty_score":0.004716456},"labels":[],"label_agreement":null},{"id":"W2087837493","doi":"10.1007/s10853-011-5449-0","title":"Dynamic tests of cemented paste backfill: effects of strain rate, curing time, and cement content on compressive strength","year":2011,"lang":"en","type":"article","venue":"Journal of Materials Science","topic":"Tailings Management and Properties","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"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; Barrick Gold Corporation","keywords":"Materials science; Curing (chemistry); Composite material; Cement; Split-Hopkinson pressure bar; Compressive strength; Dynamic loading; Solid mechanics; Dynamic testing; Strain rate; Structural engineering","score_opus":0.019771438439354288,"score_gpt":0.20937757995419232,"score_spread":0.18960614151483804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087837493","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978769,0.0001948543,0.0011839467,0.00001782857,0.00001307426,0.000015209933,0.0002429471,0.00006242398,0.0003928193],"genre_scores_gemma":[0.99806553,0.00010714031,0.00064600876,0.000019445273,0.0000061788433,0.00001976947,0.0001968345,0.000029099589,0.00090991653],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992563,0.00007235415,0.000082580154,0.0001337211,0.00028804122,0.00016698394],"domain_scores_gemma":[0.99827147,0.0008350025,0.00023192026,0.00016390793,0.000291321,0.00020637194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071975996,0.0010937597,0.0008223996,0.00047945604,0.0004473986,0.00027452112,0.000730879,0.0007598367,0.0030617774],"category_scores_gemma":[0.001282027,0.00054391637,0.0005946244,0.0006096291,0.00054554857,0.00093031075,0.00036229796,0.0009047389,0.0003065156],"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":[0.0019172514,0.0002462223,0.0012762236,0.00006227702,0.000020744905,0.00012628722,0.00018968972,0.0010305956,0.9914225,0.000058222653,0.000054748773,0.0035951412],"study_design_scores_gemma":[0.000029974812,0.0017520197,0.006609932,0.0000066703337,0.000030449432,0.000070966445,0.00009422324,0.0024146938,0.98865265,0.000034674926,0.00028226685,0.000021559244],"about_ca_topic_score_codex":0.001813457,"about_ca_topic_score_gemma":0.0032988032,"teacher_disagreement_score":0.0030617774,"about_ca_system_score_codex":0.00035850774,"about_ca_system_score_gemma":0.0006835401,"threshold_uncertainty_score":0.010242641},"labels":[],"label_agreement":null},{"id":"W2088275676","doi":"10.1139/t2012-056","title":"A modified solution to assess the required strength of exposed backfill in mine stopes","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Polytechnique Montréal; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; École de technologie supérieure","keywords":"Geotechnical engineering; Strength reduction; Dilution; Reduction (mathematics); Stability (learning theory); Engineering; Geology; Mining engineering; Structural engineering; Computer science; Mathematics","score_opus":0.04800624433753487,"score_gpt":0.23081476966787481,"score_spread":0.18280852533033995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088275676","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40378743,0.0006168853,0.5829561,0.00032473708,0.00009406525,0.00045406763,0.00066974113,0.00078608294,0.01031093],"genre_scores_gemma":[0.86067975,0.00035033186,0.13125268,0.00010589771,0.000015007604,0.00026685288,0.00019291007,0.0000558912,0.007080757],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927384,0.000120515404,0.00004389533,0.00012587135,0.00038332166,0.000052654003],"domain_scores_gemma":[0.9994413,0.00021002085,0.000103347644,0.0000611529,0.00017311303,0.000011108703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059977645,0.00068277906,0.00040873085,0.0010247637,0.0002800932,0.00046087493,0.0013280065,0.0015657134,0.0023816277],"category_scores_gemma":[0.0022828444,0.0004187949,0.00046491536,0.00057429523,0.00039781412,0.0008183616,0.00052592886,0.00065684627,0.0006501953],"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":[0.00032901234,0.00019576687,0.00935628,0.00058391265,0.000041410996,0.00080696796,0.00032947658,0.20459054,0.6040829,0.012619536,0.0019061787,0.16515797],"study_design_scores_gemma":[0.00006618009,0.00063232856,0.008161901,0.00006972972,0.00003718521,0.00073661306,0.0002727921,0.72040826,0.255823,0.0047940677,0.0089037,0.00009418554],"about_ca_topic_score_codex":0.0028856487,"about_ca_topic_score_gemma":0.0054252394,"teacher_disagreement_score":0.0028856487,"about_ca_system_score_codex":0.0006000455,"about_ca_system_score_gemma":0.00062199245,"threshold_uncertainty_score":0.007967293},"labels":[],"label_agreement":null},{"id":"W2088280597","doi":"10.1520/gtj102689","title":"Assessment of the Modified CUAPS Apparatus to Estimate In Situ Properties of Cemented Paste Backfill","year":2010,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":80,"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":"Consolidation (business); Geotechnical engineering; Curing (chemistry); Materials science; Permeability (electromagnetism); Hydraulic conductivity; In situ; Composite material; Pore water pressure; Engineering; Geology; Soil water; Soil science; Chemistry; Membrane","score_opus":0.03501810844534434,"score_gpt":0.2667223592365093,"score_spread":0.23170425079116494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088280597","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.938299,0.0003899015,0.059936307,0.000030379822,0.000031984106,0.00010785169,0.0002488822,0.00048024792,0.0004755341],"genre_scores_gemma":[0.96786904,0.0001684388,0.031061685,0.000018143068,0.000013426531,0.00011073614,0.00013086539,0.000040208877,0.0005874964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985819,0.00039146942,0.00009891999,0.00017432407,0.00069564837,0.000057682137],"domain_scores_gemma":[0.9977968,0.000674372,0.0005653911,0.0003526505,0.0005139811,0.00009687195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014259932,0.000611974,0.00041262087,0.0007778021,0.0001635935,0.0003703059,0.00059661275,0.00057010725,0.00067809486],"category_scores_gemma":[0.0024955892,0.00026984524,0.00021434811,0.00038111274,0.00035382446,0.00063209113,0.00034775684,0.00041246988,0.00029089596],"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":[0.00020929394,0.000051289197,0.0053787283,0.00007786792,0.000016015954,0.000048180496,0.00006686088,0.0006869006,0.981658,0.000070705486,0.00003759239,0.011698605],"study_design_scores_gemma":[0.000009464907,0.00082817883,0.015157556,0.0000074141985,0.000034121415,0.00011154635,0.0000425789,0.0042848736,0.97868985,0.000026054435,0.00079059636,0.000017776732],"about_ca_topic_score_codex":0.00036104443,"about_ca_topic_score_gemma":0.0005669908,"teacher_disagreement_score":0.0014259932,"about_ca_system_score_codex":0.00021015343,"about_ca_system_score_gemma":0.00027137005,"threshold_uncertainty_score":0.0075414777},"labels":[],"label_agreement":null},{"id":"W2088348970","doi":"10.1016/j.jhazmat.2010.10.070","title":"Arsenic stability in arsenopyrite-rich cemented paste backfills: A leaching test-based assessment","year":2010,"lang":"en","type":"article","venue":"Journal of Hazardous Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"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; Arsenopyrite; Leaching (pedology); Portland cement; Fly ash; Metallurgy; Arsenic; Cement; Dissolution; Weathering; Solubility; Environmental science; Waste management; Chemistry; Geology; Materials science; Soil water; Geochemistry","score_opus":0.013061976709235014,"score_gpt":0.23141037081187132,"score_spread":0.21834839410263632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088348970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99816895,0.00011764106,0.0013022369,0.000009997611,0.00000247743,0.000010367189,0.000110064335,0.000017239006,0.00026100283],"genre_scores_gemma":[0.99774265,0.00014388551,0.0012922821,0.000009694067,0.0000017674945,0.000010227419,0.00017043261,0.0000056470676,0.0006234119],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995975,0.00008707873,0.00003908477,0.00006269193,0.00017178875,0.000041806183],"domain_scores_gemma":[0.9997634,0.000035981902,0.00005161607,0.000017429904,0.000109067565,0.000022528087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005990612,0.0003427797,0.00030822697,0.0004555312,0.00034532908,0.00046892796,0.00035331867,0.0004617253,0.0004271733],"category_scores_gemma":[0.0004185221,0.00016839533,0.00036611513,0.00030457322,0.00029372855,0.0003167783,0.000298353,0.0002237406,0.00018276995],"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":[0.00079796533,0.00006440764,0.008947728,0.000040046914,0.000030355994,0.0000534722,0.00008335103,0.0006932697,0.9859226,0.000039211187,0.000026164833,0.0033015069],"study_design_scores_gemma":[0.000016310585,0.0011479007,0.010077438,0.000004340723,0.000063463296,0.00011649377,0.00014549492,0.0027091233,0.9852815,0.00004536897,0.00038072988,0.000011845864],"about_ca_topic_score_codex":0.0027665365,"about_ca_topic_score_gemma":0.004182234,"teacher_disagreement_score":0.0027665365,"about_ca_system_score_codex":0.00038499446,"about_ca_system_score_gemma":0.0004104827,"threshold_uncertainty_score":0.0055009127},"labels":[],"label_agreement":null},{"id":"W2089626721","doi":"10.1016/j.firesaf.2008.12.004","title":"Effect of high temperature on strength and microstructural properties of cemented paste backfill","year":2009,"lang":"en","type":"article","venue":"Fire Safety Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Ottawa","keywords":"Microstructure; Porosity; Materials science; Composite material; Compressive strength; Thermogravimetric analysis; Absorption of water; Cement; Mineralogy; Chemistry","score_opus":0.003956988025484045,"score_gpt":0.17712026104062095,"score_spread":0.1731632730151369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089626721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991641,0.00019588218,0.0002358886,0.000013649027,0.0000105240615,0.000002857177,0.00007450315,0.000017010092,0.000285676],"genre_scores_gemma":[0.9995358,0.00004175674,0.00009172814,0.0000073946526,0.000002707245,0.0000017922079,0.000045254474,0.000010799844,0.0002627535],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997725,0.000026869477,0.000021257005,0.000042442167,0.000064507316,0.00007251148],"domain_scores_gemma":[0.99924904,0.00030692387,0.00014921857,0.00007756906,0.0001408992,0.00007630196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028504388,0.00023880842,0.00037268546,0.00018841818,0.00023918349,0.0003286604,0.0002488417,0.00036245893,0.0026634028],"category_scores_gemma":[0.0007511818,0.00026912303,0.00037280738,0.00021286096,0.0003950342,0.00046705324,0.00017425964,0.00038662247,0.00033573818],"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":[0.0038088053,0.000111341076,0.002934163,0.000083244806,0.000037535116,0.00021470623,0.00008896368,0.0019573665,0.98827016,0.00006501612,0.00008808938,0.0023404723],"study_design_scores_gemma":[0.0000143741645,0.0006461694,0.008489012,0.0000043484797,0.000029677552,0.000058964317,0.000059724553,0.0012495776,0.9892095,0.00002348572,0.00020379205,0.000011419281],"about_ca_topic_score_codex":0.00097606063,"about_ca_topic_score_gemma":0.00149487,"teacher_disagreement_score":0.0026634028,"about_ca_system_score_codex":0.0002850936,"about_ca_system_score_gemma":0.00024273824,"threshold_uncertainty_score":0.00891},"labels":[],"label_agreement":null},{"id":"W2093619565","doi":"10.1016/j.jlp.2012.11.009","title":"AFRA – Heuristic expert system to assess the atmospheric risk of sulphide waste dumps","year":2012,"lang":"en","type":"article","venue":"Journal of Loss Prevention in the Process Industries","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"WorkSafeBC","keywords":"Land reclamation; Risk assessment; Fuzzy logic; Heuristic; Engineering; Environmental science; Risk analysis (engineering); Computer science; Geography; Artificial intelligence","score_opus":0.032178316569431153,"score_gpt":0.26969328350519073,"score_spread":0.23751496693575957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2093619565","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35248286,0.0008019237,0.62723064,0.00023793924,0.00010058296,0.00044566067,0.0015148597,0.0075432113,0.009642303],"genre_scores_gemma":[0.80200714,0.00015269195,0.19418088,0.000092410846,0.000025273888,0.00015021865,0.0008592504,0.000062657484,0.0024695345],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996706,0.00009161566,0.00003651173,0.000095216164,0.00007051963,0.00003551988],"domain_scores_gemma":[0.99885905,0.0006909513,0.000075016396,0.0000728939,0.0002419223,0.0000600843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082143635,0.0008033549,0.00091261894,0.0013934512,0.00043046882,0.00073037174,0.0011199339,0.0014645681,0.0032941801],"category_scores_gemma":[0.0024573316,0.00034486307,0.00067777175,0.00040974337,0.00016094848,0.00054013304,0.0003617419,0.0004004158,0.00046829946],"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":[0.0005526446,0.0003743016,0.0044526635,0.00028030286,0.00019099907,0.00032548184,0.00008356889,0.80952895,0.0069884015,0.00071542634,0.0034354103,0.17307174],"study_design_scores_gemma":[0.00003950547,0.00008321198,0.0008380953,0.0000141154505,0.00003386288,0.000050936025,0.00002330685,0.99616987,0.0015061572,0.00064406643,0.0005847987,0.000012121892],"about_ca_topic_score_codex":0.010709215,"about_ca_topic_score_gemma":0.010517101,"teacher_disagreement_score":0.010709215,"about_ca_system_score_codex":0.0005286172,"about_ca_system_score_gemma":0.0010009906,"threshold_uncertainty_score":0.02129376},"labels":[],"label_agreement":null},{"id":"W2096125211","doi":"10.1016/j.mineng.2003.10.022","title":"A contribution to understanding the hardening process of cemented pastefill","year":2003,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":384,"is_retracted":false,"has_abstract":false,"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; Hardening (computing); Lime; Cohesion (chemistry); Groundwater; Expansive; Geotechnical engineering; Environmental science; Materials science; Compressive strength; Geology; Metallurgy; Composite material; Chemistry","score_opus":0.018392122243216076,"score_gpt":0.2038157727838195,"score_spread":0.18542365054060342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2096125211","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34722576,0.014949964,0.59556675,0.0016429136,0.00060207373,0.00014837408,0.00064548803,0.0008060103,0.038412705],"genre_scores_gemma":[0.8822858,0.008742558,0.08412143,0.0002763952,0.0002765832,0.00005243361,0.0004655888,0.00022307153,0.023556126],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985504,0.000012964398,0.000010867464,0.00004695002,0.000049938968,0.000024206136],"domain_scores_gemma":[0.9996861,0.00010794554,0.000035953904,0.00008377035,0.00006820186,0.000017999058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021182698,0.00057730847,0.0005604989,0.00044290486,0.0005111112,0.0010928103,0.0008081887,0.0011243739,0.0058275186],"category_scores_gemma":[0.000568204,0.0003433836,0.0007266028,0.00037354697,0.00049427873,0.0030943307,0.0006068063,0.0015207921,0.001032001],"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":[0.00012123145,0.00017620325,0.002788286,0.0006297216,0.000030415433,0.0004365217,0.00026154472,0.019457571,0.8739232,0.018662993,0.0005984806,0.082913786],"study_design_scores_gemma":[0.000016050555,0.0002871423,0.007136972,0.000047810656,0.00007782306,0.0010501991,0.00046246458,0.1372754,0.76971006,0.03655787,0.047292873,0.000085381806],"about_ca_topic_score_codex":0.0021338772,"about_ca_topic_score_gemma":0.002355891,"teacher_disagreement_score":0.0058275186,"about_ca_system_score_codex":0.00034946858,"about_ca_system_score_gemma":0.00062967726,"threshold_uncertainty_score":0.01949501},"labels":[],"label_agreement":null},{"id":"W2098491575","doi":"10.1002/cjce.22137","title":"Compressional dewatering of flocculated mineral suspensions","year":2014,"lang":"en","type":"article","venue":"The Canadian Journal of Chemical Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council","keywords":"Dewatering; Arithmetic underflow; Tailings; Flocculation; Aggregate (composite); Environmental science; Consolidation (business); Geotechnical engineering; Process engineering; Materials science; Geology; Engineering; Environmental engineering; Composite material; Computer science; Metallurgy","score_opus":0.00829092808219868,"score_gpt":0.1622053219415924,"score_spread":0.15391439385939373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098491575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.989707,0.00079808,0.005046881,0.00005955013,0.00005650387,0.000097956545,0.0001990724,0.000082629405,0.0039523467],"genre_scores_gemma":[0.9890239,0.00086207886,0.005101301,0.00003770066,0.000017356242,0.000042567168,0.00029793815,0.00002163128,0.0045955842],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997731,0.000018018072,0.000015493315,0.000036346377,0.00012601221,0.00003110623],"domain_scores_gemma":[0.99981076,0.000054544453,0.00004078655,0.000017610884,0.000054617532,0.00002181958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030987963,0.0002708802,0.00023435784,0.00027800765,0.00030954363,0.0003054392,0.00025604817,0.00023394212,0.0009834489],"category_scores_gemma":[0.00040844377,0.00009063941,0.0001924406,0.00024927387,0.0002025674,0.00032513472,0.0002561898,0.00067140226,0.00021068509],"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":[0.000050807605,0.00004432131,0.0002627367,0.00006708331,0.0000065516674,0.000044673186,0.00006289873,0.0007865616,0.99142635,0.00017431412,0.00009165451,0.00698205],"study_design_scores_gemma":[0.0000049024193,0.00017532491,0.0014331151,0.0000075998983,0.0000051507072,0.000016966329,0.000016906148,0.0024315675,0.9943757,0.000029801493,0.0014980317,0.0000050131857],"about_ca_topic_score_codex":0.0047336295,"about_ca_topic_score_gemma":0.009529594,"teacher_disagreement_score":0.0047336295,"about_ca_system_score_codex":0.0004944908,"about_ca_system_score_gemma":0.0002740776,"threshold_uncertainty_score":0.00941211},"labels":[],"label_agreement":null},{"id":"W2106433738","doi":"10.1007/s10706-012-9518-1","title":"Coupled Modeling of Temperature Distribution and Evolution in Cemented Tailings Backfill Structures that Contain Mineral Admixtures","year":2012,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Portland cement; Tailings; Fly ash; Curing (chemistry); Materials science; Cement; Geotechnical engineering; Slag (welding); Metallurgy; Composite material; Geology","score_opus":0.010096032943611303,"score_gpt":0.18694478987160906,"score_spread":0.17684875692799776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106433738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807304,0.00005803031,0.015435394,0.000119484626,0.00002608454,0.000020882762,0.00018861283,0.00012722894,0.003293938],"genre_scores_gemma":[0.9981772,0.000018161032,0.00082303834,0.000010729478,0.0000033101246,0.000010354282,0.00007751482,0.000016197399,0.00086355285],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998523,0.000024193698,0.000006899308,0.00004363517,0.00002427607,0.000048659425],"domain_scores_gemma":[0.99966514,0.0001567728,0.000043573196,0.000030308176,0.000059605685,0.000044582863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028690769,0.0005342255,0.0007936966,0.0003724754,0.0007069228,0.0011142239,0.0012675064,0.0015060259,0.0014045032],"category_scores_gemma":[0.00094013684,0.00072895637,0.0010572764,0.0004648531,0.0013227308,0.0010384994,0.00075237965,0.000797819,0.0001456177],"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":[0.000035735844,0.00002324564,0.0011972325,0.0000038743106,0.000008926576,0.000029003922,0.000013547313,0.9972255,0.0008402626,0.00022061203,0.00003084732,0.00037134052],"study_design_scores_gemma":[0.0000065379686,0.000007253711,0.00038289165,4.4984816e-7,0.0000031379122,0.0000017965154,0.0000075359358,0.9992625,0.0002324733,0.000075119664,0.000017555496,0.000002706102],"about_ca_topic_score_codex":0.060384005,"about_ca_topic_score_gemma":0.027996838,"teacher_disagreement_score":0.060384005,"about_ca_system_score_codex":0.0016078195,"about_ca_system_score_gemma":0.0011319359,"threshold_uncertainty_score":0.12006503},"labels":[],"label_agreement":null},{"id":"W2108578008","doi":"10.1007/s10064-010-0326-7","title":"The use of artificial neural networks to predict the effect of sulphate attack on the strength of cemented paste backfill","year":2010,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Ottawa","keywords":"Compressive strength; Cement; Nature Conservation; Artificial neural network; Environmentally friendly; Environmental science; Geotechnical engineering; Waste management; Materials science; Engineering; Composite material; Computer science; Artificial intelligence; Ecology","score_opus":0.008500808968817566,"score_gpt":0.16397948053244107,"score_spread":0.1554786715636235,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2108578008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96505886,0.0003608383,0.03280358,0.0001447116,0.00007644238,0.000018739927,0.00011683838,0.00018836332,0.0012316672],"genre_scores_gemma":[0.9966408,0.000062333864,0.002861164,0.000008893827,0.000007861593,0.0000066823122,0.000049050217,0.0000041576263,0.00035906446],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988866,0.000029525432,0.0000113023925,0.000026683772,0.000028466287,0.000015342182],"domain_scores_gemma":[0.99917054,0.0005250085,0.0000849411,0.000027098105,0.00016703649,0.000025442676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006300852,0.0006724111,0.00040522288,0.00047927874,0.00019726194,0.00054477324,0.00043939037,0.00073574146,0.00039475132],"category_scores_gemma":[0.0016953988,0.0003070532,0.0003814479,0.00026819913,0.00022588772,0.00056175847,0.00017059375,0.00057195965,0.00010639244],"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":[0.00052791083,0.00032872928,0.015370563,0.000058259928,0.00013712939,0.00007886162,0.000023362996,0.9242238,0.010765192,0.00020997721,0.0002540923,0.048022136],"study_design_scores_gemma":[0.0000038579046,0.000032473756,0.0014468876,0.0000013151046,0.000008755252,0.0000028672741,0.000002710854,0.996627,0.0017835913,0.000066702596,0.000020465635,0.0000034013178],"about_ca_topic_score_codex":0.008203805,"about_ca_topic_score_gemma":0.0065425034,"teacher_disagreement_score":0.008203805,"about_ca_system_score_codex":0.00050475483,"about_ca_system_score_gemma":0.00035035258,"threshold_uncertainty_score":0.016312122},"labels":[],"label_agreement":null},{"id":"W2110516121","doi":"10.1016/j.jenvman.2013.09.039","title":"A review of binders used in cemented paste tailings for underground and surface disposal practices","year":2013,"lang":"en","type":"review","venue":"Journal of Environmental Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":217,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Portland cement; Pozzolan; Tailings; Waste management; Cement; Pozzolana; Fly ash; Environmental science; Cement kiln; Materials science; Metallurgy; Kiln; Engineering","score_opus":0.04040536307541536,"score_gpt":0.2760457203227098,"score_spread":0.23564035724729443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110516121","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00053536636,0.99866176,0.000117928015,0.000068496745,0.00007832531,0.000006981372,0.000048845945,0.0000036448125,0.00047861115],"genre_scores_gemma":[0.0017346907,0.9974154,0.00032505262,0.00007413037,0.000061359315,0.0000042023794,0.000044286167,0.0000018186822,0.00033902528],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991394,0.00010950043,0.00026750594,0.00014180846,0.00029971532,0.00004210786],"domain_scores_gemma":[0.9979255,0.0010146375,0.000509962,0.000039158782,0.0004615403,0.00004915796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001271686,0.0013384307,0.0022405493,0.0072834766,0.00030660533,0.0013343996,0.001303078,0.0012723476,0.0035792992],"category_scores_gemma":[0.0020842338,0.00060533016,0.0014144725,0.006394711,0.00048286558,0.0016751662,0.0006355549,0.0009725731,0.00083240535],"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":[0.00014838694,0.00018356416,0.0008255642,0.106414676,0.00050268066,0.00024472593,0.00015225029,0.00049512816,0.0050969967,0.00091508694,0.0069892383,0.87803173],"study_design_scores_gemma":[0.000042254054,0.00076554436,0.008773197,0.036790416,0.0024725276,0.002714603,0.000507404,0.00027078527,0.0058428715,0.0009365022,0.9407539,0.00013013724],"about_ca_topic_score_codex":0.0029648538,"about_ca_topic_score_gemma":0.007481962,"teacher_disagreement_score":0.0072834766,"about_ca_system_score_codex":0.00046070752,"about_ca_system_score_gemma":0.0016923517,"threshold_uncertainty_score":0.0119739175},"labels":[],"label_agreement":null},{"id":"W2112794835","doi":"","title":"Brazil-Canada Seminar on Mine Rehabilitation","year":2003,"lang":"en","type":"book","venue":"CETEM/MCT eBooks","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Rehabilitation; Geography; Political science; Environmental planning; Library science; Medicine; Physical therapy; Computer science","score_opus":0.006569145466857681,"score_gpt":0.17522856347010582,"score_spread":0.16865941800324813,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2112794835","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0022273199,0.07039772,0.0005640792,0.023588182,0.004797457,0.000059445178,0.001222676,0.00011834629,0.8970248],"genre_scores_gemma":[0.00889311,0.018278966,0.00044035295,0.0008385225,0.00031750542,0.000015448004,0.00024980152,0.000060529623,0.97090584],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99968016,0.000021844484,0.000011084264,0.00003387989,0.00015550916,0.000097585485],"domain_scores_gemma":[0.99958175,0.000027886885,0.000012252543,0.000011128631,0.00022857903,0.0001384597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004612557,0.00083892094,0.00042977656,0.0019834908,0.0032675844,0.0023963056,0.000777682,0.0015418284,0.10023301],"category_scores_gemma":[0.0006750446,0.00026787046,0.00034956154,0.0032002663,0.00082652224,0.0011948016,0.001149386,0.0010737746,0.0125448555],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021644953,0.000038323135,0.00036105726,0.00013664932,0.000003430495,0.00010782864,0.00038021477,0.00024284015,0.00021176392,0.035185117,0.87490535,0.08840575],"study_design_scores_gemma":[0.0000019445552,0.0000028932727,0.0008769915,0.00011664333,0.0000018049005,0.00003003518,0.0001978239,0.000031955944,0.000039992083,0.00096504675,0.99773204,0.000002800923],"about_ca_topic_score_codex":0.7855898,"about_ca_topic_score_gemma":0.94961196,"teacher_disagreement_score":0.21441019,"about_ca_system_score_codex":0.017435344,"about_ca_system_score_gemma":0.03257542,"threshold_uncertainty_score":0.43134576},"labels":[],"label_agreement":null},{"id":"W2115822849","doi":"10.1139/t01-094","title":"A case record of tailings dam construction using residual soils","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Soil water; Residual; Geotechnical engineering; Mining engineering; Tailings dam; Environmental science; Geology; Engineering; Soil science","score_opus":0.02983499068916247,"score_gpt":0.2039697418796933,"score_spread":0.17413475119053085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115822849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9802316,0.00086238934,0.0025246986,0.0010772519,0.0001000526,0.00009979169,0.00024881668,0.000077774646,0.014777688],"genre_scores_gemma":[0.9912971,0.0010860508,0.0016386197,0.00045492285,0.000077061195,0.000022283992,0.00016432919,0.000020658461,0.005238857],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9988611,0.00019099998,0.00010000523,0.00016502863,0.00035363843,0.00032919546],"domain_scores_gemma":[0.9986707,0.00026534876,0.0004007644,0.00018279116,0.00012288918,0.00035758188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040511918,0.00068183907,0.00023471964,0.0013601824,0.0030020215,0.0005976819,0.00094423076,0.0022082196,0.0026927025],"category_scores_gemma":[0.0024829144,0.00052617356,0.00046254732,0.0014869239,0.0010382754,0.00055203994,0.0009525833,0.0015192702,0.0005271012],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001293428,0.00037244512,0.11383468,0.00014188659,0.00004545268,0.84515274,0.004182386,0.0009488438,0.0018916508,0.0016043432,0.0045497566,0.027146528],"study_design_scores_gemma":[0.000011123824,0.00035820363,0.034358695,0.000050013095,0.00003048886,0.94381714,0.0029866665,0.0005415279,0.0022810954,0.00032765578,0.015197415,0.0000400204],"about_ca_topic_score_codex":0.01779867,"about_ca_topic_score_gemma":0.060136855,"teacher_disagreement_score":0.01779867,"about_ca_system_score_codex":0.0014346001,"about_ca_system_score_gemma":0.001924722,"threshold_uncertainty_score":0.03539014},"labels":[],"label_agreement":null},{"id":"W2118981117","doi":"10.1080/17486025.2010.497871","title":"An analytical solution for the nonlinear distribution of effective and total stresses in vertical backfilled stopes","year":2010,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada); École de Technologie Supérieure; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Stiffness; Geotechnical engineering; Nonlinear system; Stress (linguistics); Limit (mathematics); Rock mass classification; Pore water pressure; Overburden pressure; Geology; Mechanics; Structural engineering; Engineering; Mathematics; Physics; Mathematical analysis","score_opus":0.005377969689378529,"score_gpt":0.20389802619258876,"score_spread":0.19852005650321022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2118981117","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.110837206,0.0005785092,0.87639046,0.00027267015,0.000043128162,0.000079934944,0.000112859496,0.0002123355,0.011472937],"genre_scores_gemma":[0.8900982,0.0012533057,0.092012234,0.00008860843,0.00006365953,0.00014678763,0.00009470455,0.000088534856,0.016154012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99987733,0.000022219989,0.000007921609,0.000026751655,0.0000475717,0.000018298071],"domain_scores_gemma":[0.9997451,0.00009392934,0.000049732538,0.00001568394,0.00008258336,0.00001300604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035729085,0.00051576865,0.0003591974,0.0005416268,0.00029670665,0.00061804976,0.00079113076,0.0009711582,0.0014018713],"category_scores_gemma":[0.0012248381,0.00034650075,0.00044865845,0.00045878536,0.00084712857,0.00096255733,0.00057292404,0.00046788697,0.00034156148],"study_design_candidate":"theoretical_or_conceptual","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":[0.00003599488,0.000043783442,0.0019705207,0.00021945775,0.000018003371,0.00068515085,0.00044065044,0.88016206,0.025797362,0.05717001,0.0008859783,0.032571],"study_design_scores_gemma":[0.000005026651,0.0000112459165,0.00029509858,0.000012524209,0.000002962428,0.00007494622,0.00005318899,0.9927371,0.0012792296,0.004887226,0.000633219,0.000008222237],"about_ca_topic_score_codex":0.0019763515,"about_ca_topic_score_gemma":0.0022834353,"teacher_disagreement_score":0.0019763515,"about_ca_system_score_codex":0.00045372368,"about_ca_system_score_gemma":0.00070856145,"threshold_uncertainty_score":0.004689753},"labels":[],"label_agreement":null},{"id":"W2122474537","doi":"10.1139/l10-109","title":"Artificial neural network based modeling of the coupled effect of sulphate and temperature on the strength of cemented paste backfill","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Ottawa","keywords":"Compressive strength; Curing (chemistry); Artificial neural network; Materials science; Cement; Environmental science; Composite material; Computer science; Machine learning","score_opus":0.006085590222081243,"score_gpt":0.15759394035861946,"score_spread":0.1515083501365382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122474537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6961502,0.0012182705,0.2853744,0.00042125175,0.00015679472,0.00012031399,0.0003895938,0.0004467844,0.015722374],"genre_scores_gemma":[0.9906849,0.00026600307,0.0058588977,0.000024352486,0.000008143397,0.00008248355,0.00009472474,0.000009973056,0.002970544],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998454,0.000038624814,0.000013215759,0.000037200498,0.000039433,0.000026137848],"domain_scores_gemma":[0.99963593,0.00021293756,0.00004434076,0.000009593505,0.000086305496,0.000010872587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046018852,0.0006829089,0.00057997066,0.00036113808,0.00031608564,0.0007813735,0.0007738379,0.0014339363,0.0012023344],"category_scores_gemma":[0.00080568047,0.0004540105,0.00071697816,0.00038934636,0.00040202026,0.00060423237,0.0003253769,0.0006921221,0.00016851437],"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":[0.000017720751,0.000020266356,0.00042362948,0.000020104135,0.000011595425,0.000023730632,0.0000075218654,0.99678826,0.00081549626,0.0001493274,0.00003260725,0.0016898056],"study_design_scores_gemma":[8.565877e-7,0.000008005559,0.00011824406,0.0000014032685,0.0000024796825,0.0000014737029,0.000001438106,0.99960834,0.00018734558,0.0000422037,0.000026645706,0.0000015565064],"about_ca_topic_score_codex":0.013642456,"about_ca_topic_score_gemma":0.0076367473,"teacher_disagreement_score":0.013642456,"about_ca_system_score_codex":0.00078180135,"about_ca_system_score_gemma":0.00067171623,"threshold_uncertainty_score":0.027126133},"labels":[],"label_agreement":null},{"id":"W2122764004","doi":"10.1139/t10-089","title":"Role of fines on cohesive behavior of mine tailings inferred from critical shear stress","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Geotechnical engineering; Shear stress; Geology; Tailings dam; Shear (geology); Stress (linguistics); Materials science; Composite material; Metallurgy","score_opus":0.019291825652634237,"score_gpt":0.20933772785157637,"score_spread":0.19004590219894213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2122764004","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997147,0.000037625974,0.00013162283,0.0000019283436,4.6372054e-7,0.0000023616244,0.000021704856,0.0000020426153,0.00008746674],"genre_scores_gemma":[0.99973303,0.000027060198,0.00015553932,0.0000021376195,4.853864e-7,0.0000011595035,0.000027952216,7.534808e-7,0.000051794523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998067,0.000020107693,0.000017899407,0.000046615198,0.00006671284,0.000041975385],"domain_scores_gemma":[0.99944717,0.00016061572,0.0001242754,0.00003882825,0.00014381745,0.000085320426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032441047,0.0002183305,0.0003415276,0.0007758677,0.0003247871,0.0004284465,0.0001510559,0.00024142562,0.00035112648],"category_scores_gemma":[0.0007534282,0.00021444481,0.00016377111,0.0002330676,0.00048420476,0.00024401493,0.00026956855,0.00019235915,0.00007079168],"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":[0.00037082063,0.00003635772,0.14541103,0.000056436238,0.000024455276,0.00017840414,0.00019475007,0.0011312962,0.8467271,0.000041925214,0.000015166983,0.0058123004],"study_design_scores_gemma":[0.000007616557,0.0004945351,0.7926093,0.000012074388,0.00003648149,0.00010805853,0.00034044418,0.003477953,0.20259027,0.00008661607,0.0002172622,0.000019438101],"about_ca_topic_score_codex":0.0066816895,"about_ca_topic_score_gemma":0.013827352,"teacher_disagreement_score":0.0066816895,"about_ca_system_score_codex":0.00025817522,"about_ca_system_score_gemma":0.00017149451,"threshold_uncertainty_score":0.013285577},"labels":[],"label_agreement":null},{"id":"W2125263692","doi":"10.1007/s10706-009-9257-0","title":"A Three-Dimensional Analysis of the Total and Effective Stresses in Submerged Backfilled Stopes","year":2009,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; WSP (Canada); Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Hydrogeology; Geotechnical engineering; Plane stress; Pore water pressure; Plane (geometry); Stress (linguistics); Geology; Horizontal plane; Structural engineering; Engineering; Geometry; Mathematics; Finite element method","score_opus":0.005008123288624189,"score_gpt":0.1727990686506754,"score_spread":0.16779094536205122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125263692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.982129,0.000082968814,0.015408007,0.000035757956,0.000007047541,0.000011233127,0.00012863729,0.000095616255,0.0021018023],"genre_scores_gemma":[0.99765235,0.00004223189,0.0014275459,0.000004305624,0.0000020180664,0.000006121235,0.000055565364,0.00000967375,0.00080010545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99992156,0.000009872229,0.000005512448,0.000011416078,0.00003657119,0.000015082222],"domain_scores_gemma":[0.99979645,0.00007525928,0.000026214178,0.00001542065,0.00006270238,0.000023948427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017201119,0.00031864597,0.00034010882,0.0006332087,0.0004186097,0.00087791355,0.0004285776,0.00052089395,0.0018068202],"category_scores_gemma":[0.00039826738,0.00028093348,0.0004662735,0.00055600674,0.00058167294,0.00036290614,0.00022391771,0.00026440443,0.00018089506],"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":[0.0004479477,0.00026571605,0.04020332,0.00013476067,0.0001171491,0.001467751,0.0008543539,0.77302766,0.13435006,0.0034500328,0.00070690195,0.044974364],"study_design_scores_gemma":[0.000019444524,0.00014933002,0.05945296,0.000012414813,0.00003407339,0.0002049909,0.000647705,0.92856175,0.009199614,0.000816569,0.0008484353,0.000052623876],"about_ca_topic_score_codex":0.008380532,"about_ca_topic_score_gemma":0.010586705,"teacher_disagreement_score":0.008380532,"about_ca_system_score_codex":0.00031650177,"about_ca_system_score_gemma":0.00043257955,"threshold_uncertainty_score":0.016663492},"labels":[],"label_agreement":null},{"id":"W2129102202","doi":"10.1002/cjce.5450780421","title":"Submarine mine tailings management","year":2000,"lang":"en","type":"article","venue":"The Canadian Journal of Chemical Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Slurry; Submarine; Geology; Mining engineering; Environmental science; Tailings dam; Environmental engineering; Oceanography","score_opus":0.005498774757225241,"score_gpt":0.15141489436180394,"score_spread":0.1459161196045787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2129102202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6866246,0.06606951,0.0802726,0.004126626,0.0005188091,0.0006260695,0.0012841144,0.0015277155,0.15894999],"genre_scores_gemma":[0.9168469,0.02029626,0.017474372,0.0003479284,0.00014878754,0.00007656363,0.000667598,0.000055511853,0.044086177],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99975234,0.00003645595,0.000019772951,0.00003481711,0.00011171479,0.000044891385],"domain_scores_gemma":[0.99965966,0.000031033844,0.00010072876,0.000017810957,0.00015585411,0.000034940873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022220777,0.0002770202,0.00020867983,0.00046854466,0.00033583964,0.0006288907,0.0006461454,0.00038660536,0.0032518066],"category_scores_gemma":[0.00035241107,0.000061022645,0.00014258664,0.0005488958,0.000131595,0.00027803943,0.0004807083,0.00013076706,0.0013405521],"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":[0.000056768193,0.000076583834,0.02089208,0.00062851794,0.000030681174,0.0006939278,0.00013284746,0.01105766,0.014868913,0.0009763647,0.008354664,0.94223106],"study_design_scores_gemma":[0.00007082421,0.0018126976,0.115992464,0.0013948801,0.00019741652,0.002880394,0.0032069655,0.04035716,0.048899855,0.0043560504,0.78077424,0.000057023863],"about_ca_topic_score_codex":0.010590246,"about_ca_topic_score_gemma":0.021105839,"teacher_disagreement_score":0.010590246,"about_ca_system_score_codex":0.00043679946,"about_ca_system_score_gemma":0.0010869157,"threshold_uncertainty_score":0.021057248},"labels":[],"label_agreement":null},{"id":"W2134312576","doi":"10.1016/j.tust.2009.07.008","title":"Coupling binder hydration, temperature and compressive strength development of underground cemented paste backfill at early ages","year":2009,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":132,"is_retracted":false,"has_abstract":false,"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","keywords":"Tailings; Compressive strength; Geotechnical engineering; Coupling (piping); Materials science; Engineering; Composite material; Metallurgy","score_opus":0.008304820533974685,"score_gpt":0.1915351717149307,"score_spread":0.183230351180956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134312576","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991032,0.00011392521,0.0002600894,0.0000037314403,9.930509e-7,0.0000016404775,0.00009726871,0.000008319021,0.00041103686],"genre_scores_gemma":[0.9992455,0.00002316367,0.000058363945,0.0000020467155,3.5722783e-7,0.0000012760762,0.00005269184,0.000003492485,0.00061314146],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999106,0.000008169031,0.0000056247663,0.000020058602,0.00003106654,0.000024433013],"domain_scores_gemma":[0.99968016,0.000074084164,0.00008230636,0.000012245852,0.00010459325,0.00004655643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021807545,0.00015261634,0.00019066366,0.00037692793,0.00016547581,0.00034566372,0.00018887756,0.00025455776,0.0014593794],"category_scores_gemma":[0.0005244599,0.00022863505,0.00019678666,0.00018804953,0.00027702234,0.00041089885,0.00018203235,0.00024150366,0.00032502343],"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":[0.0013181391,0.000097098804,0.14129527,0.00006864964,0.000030670562,0.0005903429,0.0007999219,0.0010389747,0.84436655,0.00039068973,0.00012768827,0.009875952],"study_design_scores_gemma":[0.0000048412026,0.0005022033,0.5188217,0.000013761965,0.000047406138,0.00048328258,0.0007219717,0.002760329,0.4751158,0.00021374234,0.0012912682,0.00002375728],"about_ca_topic_score_codex":0.0051665003,"about_ca_topic_score_gemma":0.00852155,"teacher_disagreement_score":0.0051665003,"about_ca_system_score_codex":0.0003172767,"about_ca_system_score_gemma":0.0002858208,"threshold_uncertainty_score":0.0102728605},"labels":[],"label_agreement":null},{"id":"W2137427392","doi":"10.1139/cgj-2012-0462","title":"Effect of drainage and sequential filling on the behavior of backfill in mine stopes","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":96,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; SNC-Lavalin (Canada)","funders":"","keywords":"Consolidation (business); Drainage; Geotechnical engineering; Pore water pressure; Overburden; Overburden pressure; Geology; Stiffness; Computer simulation; Mining engineering; Engineering; Structural engineering","score_opus":0.009555280132155865,"score_gpt":0.1970707554822434,"score_spread":0.18751547535008753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2137427392","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987023,0.000023609851,0.0006514135,0.000020804408,0.0000025355184,0.0000048278025,0.000041927182,0.00002120066,0.0005313268],"genre_scores_gemma":[0.9992378,0.000023192912,0.0004920231,0.0000053840627,6.3057314e-7,0.000005728168,0.000033257722,0.000006141396,0.00019578174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998627,0.000023436882,0.000012383143,0.000023638411,0.00003266562,0.00004521706],"domain_scores_gemma":[0.99955887,0.00023750261,0.00007087141,0.000029836798,0.00004912051,0.0000537644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020738659,0.00026662755,0.00045481877,0.00041707914,0.00034883418,0.000641274,0.0003561713,0.0006846801,0.0013386492],"category_scores_gemma":[0.00090645126,0.00020378166,0.0004555612,0.00028558954,0.00071662874,0.0003314881,0.0004425185,0.0002909997,0.00011682572],"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":[0.00031936975,0.00019248515,0.02100203,0.00008731624,0.000037096415,0.00062685425,0.00024047225,0.9093319,0.062291767,0.00068519847,0.000112601236,0.005072936],"study_design_scores_gemma":[0.00007414996,0.0007033711,0.013883153,0.00002243167,0.00002884272,0.00013508897,0.00050300866,0.95405513,0.029435934,0.0003769528,0.0007332835,0.000048651462],"about_ca_topic_score_codex":0.0041272226,"about_ca_topic_score_gemma":0.0035735876,"teacher_disagreement_score":0.0041272226,"about_ca_system_score_codex":0.00043853043,"about_ca_system_score_gemma":0.0004682312,"threshold_uncertainty_score":0.008206427},"labels":[],"label_agreement":null},{"id":"W2158757591","doi":"10.1139/cgj-2012-0255","title":"Numerical analysis of strengthening by rockfill embankments on an upstream tailings dam","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Luleå Tekniska Universitet; Kungliga Tekniska Högskolan; Chalmers Tekniska Högskola","keywords":"Berm; Consolidation (business); Geotechnical engineering; Tailings; Tailings dam; Levee; Geology; Engineering; Materials science","score_opus":0.008060347148395762,"score_gpt":0.19904870144018444,"score_spread":0.19098835429178868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2158757591","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9851307,0.000090433765,0.008674169,0.00008999448,0.000015583462,0.00003393256,0.000092073125,0.000094731484,0.005778212],"genre_scores_gemma":[0.9953328,0.000053734686,0.0030507222,0.000009377999,0.000002237248,0.000016194183,0.000036654565,0.000010672439,0.0014876187],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999848,0.000033760713,0.000010958682,0.000018621091,0.00004217523,0.000046472323],"domain_scores_gemma":[0.9995782,0.00021771702,0.00006810396,0.000025581838,0.000073651696,0.000036762216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003674827,0.00039686696,0.00053842884,0.00074033206,0.00057189126,0.00060851045,0.00056189793,0.0011208839,0.0027586375],"category_scores_gemma":[0.0009965422,0.00030586435,0.00053110474,0.00046552296,0.0010044426,0.000386769,0.0005095996,0.0003743157,0.0001945913],"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":[0.0000975776,0.000060490423,0.0036028838,0.000052095507,0.000016065786,0.00029957318,0.00007827954,0.98082733,0.010352237,0.0009955502,0.00014018141,0.003477759],"study_design_scores_gemma":[0.000013578581,0.000084107065,0.0017494872,0.000007192134,0.000010454977,0.000022501574,0.00008173484,0.9951567,0.002416226,0.00021447812,0.00023419558,0.000009301039],"about_ca_topic_score_codex":0.020169728,"about_ca_topic_score_gemma":0.018121924,"teacher_disagreement_score":0.020169728,"about_ca_system_score_codex":0.00091990724,"about_ca_system_score_gemma":0.0008058471,"threshold_uncertainty_score":0.040104687},"labels":[],"label_agreement":null},{"id":"W2163965826","doi":"10.2478/gospo-2013-0006","title":"Study of physico-chemical and mechanical characteristics of consolidated and unconsolidated cemented paste backfills","year":2013,"lang":"pl","type":"article","venue":"Gospodarka Surowcami Mineralnymi - Mineral Resources Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":64,"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","keywords":"Nuclear chemistry; Physics; Chemistry","score_opus":0.01019318876224822,"score_gpt":0.19714966075974763,"score_spread":0.1869564719974994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163965826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977481,0.0005660216,0.0006664914,0.000012392216,0.000006774043,0.000012389404,0.00041909076,0.000024864608,0.0005438943],"genre_scores_gemma":[0.9967686,0.00029922492,0.0007968959,0.000015485353,0.0000042618162,0.000026001613,0.0004121528,0.000019245113,0.0016582004],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99978155,0.000015121037,0.00001303403,0.000040239865,0.00011614756,0.000033911874],"domain_scores_gemma":[0.99980074,0.00003975976,0.000059530255,0.000012998072,0.00006131717,0.00002582452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024201098,0.0003435552,0.00037772127,0.00057486945,0.00026454942,0.000496937,0.00022599868,0.00035718732,0.0012266331],"category_scores_gemma":[0.0002683769,0.000162464,0.00031731543,0.0005266008,0.0002511844,0.0003168236,0.00014737288,0.00036727168,0.00027705135],"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":[0.00025907342,0.000047497204,0.0037745526,0.00013304771,0.0000120370605,0.00016734714,0.0001323359,0.00030153125,0.99134034,0.000046707348,0.000046051413,0.00373952],"study_design_scores_gemma":[0.000010401257,0.0011635572,0.097371295,0.000031219057,0.000074186035,0.000414638,0.00087706104,0.0018653916,0.8942625,0.00012141883,0.0037750932,0.000033269458],"about_ca_topic_score_codex":0.000996115,"about_ca_topic_score_gemma":0.0016536469,"teacher_disagreement_score":0.0012266331,"about_ca_system_score_codex":0.0001718458,"about_ca_system_score_gemma":0.00023294789,"threshold_uncertainty_score":0.004103482},"labels":[],"label_agreement":null},{"id":"W2164328960","doi":"10.1007/s12665-011-1292-5","title":"A semi-empirical approach for estimation of bed shear stress in a tailings pond","year":2011,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Western University","funders":"","keywords":"Biogeosciences; Tailings; Environmental engineering science; Geology; Shear stress; Geotechnical engineering; Shear (geology); Tailings dam; Mining engineering; Petrology; Earth science; Chemistry; Materials science","score_opus":0.030298099142082605,"score_gpt":0.21615003121949558,"score_spread":0.18585193207741296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164328960","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031913795,0.000051809588,0.9672313,0.000026088543,0.000004777183,0.00003159427,0.00004285403,0.00018755897,0.0005102321],"genre_scores_gemma":[0.6742504,0.0001451756,0.32371286,0.000026080408,0.000021325199,0.00023044112,0.00019081679,0.000062018604,0.0013608603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9997094,0.0001088222,0.0000239954,0.00005705523,0.00008098974,0.000019664089],"domain_scores_gemma":[0.99872786,0.00087397156,0.00010445655,0.000077804725,0.00018854684,0.00002734591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076340325,0.00043182576,0.0005878903,0.0008286064,0.00037800026,0.0006650226,0.0010296773,0.0008168276,0.0011023281],"category_scores_gemma":[0.002839808,0.0005023956,0.00056712324,0.0005075374,0.0005122381,0.0005976073,0.00072752294,0.0005651222,0.00031218276],"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":[0.000057093268,0.00010105601,0.0044231694,0.00014681129,0.000050121762,0.00012275355,0.00012642112,0.8724178,0.00762003,0.004056726,0.00029999184,0.110578],"study_design_scores_gemma":[0.0000017762685,0.000008001984,0.00038730731,0.0000035294843,0.0000024343515,0.00001149499,0.000009021625,0.998657,0.00034272516,0.0005097688,0.000063264066,0.0000035602854],"about_ca_topic_score_codex":0.008072844,"about_ca_topic_score_gemma":0.0066893934,"teacher_disagreement_score":0.008072844,"about_ca_system_score_codex":0.0004016158,"about_ca_system_score_gemma":0.00082730583,"threshold_uncertainty_score":0.01605171},"labels":[],"label_agreement":null},{"id":"W2168699371","doi":"10.1002/rem.20116","title":"Progress toward remediation of the Sydney Tar Ponds: A major Canadian PCB/PAH “superfund” site","year":2006,"lang":"en","type":"article","venue":"Remediation Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"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":"Environmental remediation; Environmental science; tar (computing); Soil water; Pollutant; Coke; Waste management; Environmental engineering; Sediment; Creosote; Soil contamination; Pollution; Mining engineering; Environmental chemistry; Contamination; Geology; Engineering; Chemistry","score_opus":0.008156215467622255,"score_gpt":0.18072452504895584,"score_spread":0.17256830958133357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2168699371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82164705,0.016090225,0.012002598,0.015300108,0.0002697884,0.001393833,0.0015236172,0.00051763497,0.1312552],"genre_scores_gemma":[0.91126925,0.01601237,0.019663839,0.0013700823,0.000040807325,0.00010200222,0.0012387622,0.000056160934,0.050246615],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9991246,0.00006174711,0.000022731832,0.00008133947,0.000523492,0.00018613217],"domain_scores_gemma":[0.99910766,0.000022292761,0.000049201222,0.000021388581,0.000702857,0.00009657637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009111072,0.00046722425,0.00015953727,0.0011296361,0.002403666,0.0010127708,0.0012803193,0.0005082098,0.002079],"category_scores_gemma":[0.00056409807,0.00017820996,0.0003070573,0.0010177075,0.00081644044,0.00033899417,0.00069020194,0.00046403785,0.00031722378],"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":[0.00030945308,0.0009953969,0.076906726,0.0025835515,0.00016822956,0.0024989932,0.0033543648,0.0145168975,0.17728685,0.009928882,0.06554975,0.6459009],"study_design_scores_gemma":[0.00012629904,0.0011289077,0.25317153,0.0004149751,0.00020039068,0.0012747238,0.00609109,0.006644888,0.073146276,0.00085000147,0.6568025,0.0001484362],"about_ca_topic_score_codex":0.95197386,"about_ca_topic_score_gemma":0.98555434,"teacher_disagreement_score":0.048026145,"about_ca_system_score_codex":0.015555569,"about_ca_system_score_gemma":0.051287163,"threshold_uncertainty_score":0.11286408},"labels":[],"label_agreement":null},{"id":"W2170957505","doi":"10.1016/j.enggeo.2013.10.024","title":"Effects of curing and stress conditions on hydromechanical, geotechnical and geochemical properties of cemented paste backfill","year":2013,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":198,"is_retracted":false,"has_abstract":false,"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; Canada Research Chairs","keywords":"Geotechnical engineering; Tailings; Curing (chemistry); Land reclamation; Geology; Mining engineering; Materials science; Metallurgy; Composite material","score_opus":0.0042898162923334345,"score_gpt":0.1573707029371746,"score_spread":0.15308088664484115,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170957505","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995111,0.00006389887,0.00013488386,0.000007795018,0.000005641663,0.0000025447791,0.00005877099,0.000009710434,0.00020570648],"genre_scores_gemma":[0.99939084,0.000046351066,0.0001108122,0.000012189825,0.0000036931094,0.0000029080359,0.00006391709,0.0000094980915,0.00035965064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998211,0.000024934978,0.000020944997,0.000033931396,0.000039694914,0.00005932749],"domain_scores_gemma":[0.9994288,0.00022610665,0.000104235296,0.000047434773,0.00009714761,0.000096284195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027041265,0.00038395173,0.00036222077,0.00018942513,0.00028965063,0.0003720786,0.00017807525,0.00033593987,0.002605105],"category_scores_gemma":[0.00068998395,0.00022539722,0.0003359668,0.00020207837,0.00042101304,0.00041767018,0.00021282079,0.000478321,0.00024446438],"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":[0.004361946,0.0002378558,0.005662163,0.00008358654,0.000027461327,0.00037934506,0.00024359673,0.002429622,0.98187435,0.000088712295,0.00010210694,0.0045092315],"study_design_scores_gemma":[0.000037940263,0.0021583682,0.031895977,0.000010267967,0.000062944586,0.000105750565,0.00031035082,0.002800595,0.96198344,0.0000719872,0.00053376355,0.000028611354],"about_ca_topic_score_codex":0.0010298167,"about_ca_topic_score_gemma":0.0016345722,"teacher_disagreement_score":0.002605105,"about_ca_system_score_codex":0.00021144541,"about_ca_system_score_gemma":0.0002783864,"threshold_uncertainty_score":0.008714974},"labels":[],"label_agreement":null},{"id":"W2172393911","doi":"10.1002/nag.2475","title":"A coupled chemo‐viscoplastic cap model for simulating the behavior of hydrating cemented tailings backfill under blast loading","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Viscoplasticity; Tailings; Geotechnical engineering; Compaction; Yield surface; Cement; Materials science; Hydrostatic equilibrium; Geology; Engineering; Constitutive equation; Structural engineering; Composite material; Finite element method; Metallurgy","score_opus":0.0769316227813438,"score_gpt":0.36830238120791636,"score_spread":0.29137075842657256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2172393911","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43828064,0.0009786207,0.52839404,0.00038252902,0.0001240311,0.00026802855,0.0006101823,0.00072378165,0.030238172],"genre_scores_gemma":[0.9833266,0.00026109946,0.00820077,0.0000451866,0.000013113407,0.00019305068,0.00013907837,0.000043248976,0.0077778217],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986815,0.000021572187,0.00000695052,0.000030827207,0.00004474911,0.000027830014],"domain_scores_gemma":[0.9998029,0.00007465786,0.00003435619,0.000016444712,0.000055443033,0.000016284437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024391118,0.0007357621,0.00064634247,0.00054241286,0.0003444586,0.00086489867,0.0012873276,0.0019732942,0.0018584649],"category_scores_gemma":[0.00052196556,0.00041850196,0.0008432656,0.00035391503,0.0007034323,0.0005808577,0.00059416867,0.0006625572,0.0003105658],"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":[0.000016224081,0.0000147661085,0.00026265843,0.000021038031,0.0000064865417,0.0000725917,0.000020246494,0.9926029,0.004627405,0.0012816967,0.000064705484,0.001009396],"study_design_scores_gemma":[0.0000014881041,0.0000057441903,0.000053773936,0.0000012540131,0.0000016975373,0.0000039187107,0.0000023812968,0.9994578,0.00029882774,0.000072801246,0.00009856182,0.000001789025],"about_ca_topic_score_codex":0.012557733,"about_ca_topic_score_gemma":0.006116493,"teacher_disagreement_score":0.012557733,"about_ca_system_score_codex":0.0006976876,"about_ca_system_score_gemma":0.0010179194,"threshold_uncertainty_score":0.02496928},"labels":[],"label_agreement":null},{"id":"W2173099691","doi":"10.1139/cgj-2013-0137","title":"Numerical investigation of the influence of waste rock inclusions on tailings consolidation","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Tailings; Consolidation (business); Geotechnical engineering; Hydraulic conductivity; Geology; Permeability (electromagnetism); Hydrogeology; Dissipation; Drainage; Mining engineering; Environmental science; Soil water; Soil science","score_opus":0.008550078282398095,"score_gpt":0.18703235624923384,"score_spread":0.17848227796683575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2173099691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98935646,0.00009771037,0.0054302127,0.00007205673,0.000014438322,0.000022594028,0.00010784159,0.00006038235,0.00483838],"genre_scores_gemma":[0.998086,0.000039875922,0.0014005852,0.000007568661,0.0000017281166,0.0000100566585,0.000026104673,0.0000045778547,0.00042345628],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984074,0.000029265608,0.000014341893,0.000024073714,0.000041231822,0.00005032431],"domain_scores_gemma":[0.99886286,0.00074264786,0.00015767652,0.00006403752,0.000115395465,0.000057374353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032375826,0.000318649,0.0004872876,0.0004911059,0.00047712153,0.00069605885,0.00055079325,0.001152957,0.0013871394],"category_scores_gemma":[0.0016816701,0.00022017577,0.00040134977,0.0005020316,0.0010487614,0.00039557272,0.00044708396,0.00037514183,0.00009222375],"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":[0.00012445757,0.00008058423,0.0061748633,0.00006678781,0.000015210695,0.00030481536,0.000083546496,0.9789221,0.009984589,0.0010102752,0.0001129579,0.0031197781],"study_design_scores_gemma":[0.000013771681,0.0000838402,0.0018968045,0.0000088683855,0.000010913607,0.000029250506,0.00009148821,0.9947484,0.0028175556,0.00013919733,0.00015172511,0.0000080437285],"about_ca_topic_score_codex":0.012599569,"about_ca_topic_score_gemma":0.00828369,"teacher_disagreement_score":0.012599569,"about_ca_system_score_codex":0.0005701051,"about_ca_system_score_gemma":0.0006398445,"threshold_uncertainty_score":0.025052428},"labels":[],"label_agreement":null},{"id":"W2182834638","doi":"","title":"Impounded mine tailings: What are the failures telling us?*","year":2001,"lang":"en","type":"article","venue":"CIM bulletin","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"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; Mining engineering; Dam failure; Mining industry; Tailings dam; Surface mining; Environmental science; Engineering; Waste management; Geography; Archaeology","score_opus":0.01186381481341371,"score_gpt":0.18601328101619966,"score_spread":0.17414946620278596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2182834638","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18849264,0.6220777,0.0121288495,0.14558473,0.0033301546,0.00013220927,0.003888028,0.00058882404,0.023776837],"genre_scores_gemma":[0.5799272,0.37255496,0.007116602,0.022577282,0.0043308297,0.000104089144,0.0024832666,0.00014245152,0.010763297],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9983783,0.00037276026,0.00024867823,0.00021178277,0.00063604704,0.00015249662],"domain_scores_gemma":[0.98751694,0.006509952,0.00264184,0.00031559815,0.0025903913,0.00042541887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025799384,0.0006962051,0.00093973294,0.0021526334,0.0012573196,0.0035062265,0.0012363719,0.0031124803,0.0045518447],"category_scores_gemma":[0.016544214,0.00055567484,0.0005577028,0.0028057564,0.0026568992,0.006363758,0.0009586754,0.002543175,0.0024597745],"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":[0.00072260137,0.0001221599,0.217435,0.004957262,0.00016281517,0.0068290117,0.007864673,0.0018290437,0.0019823157,0.0058064032,0.08063169,0.67165697],"study_design_scores_gemma":[0.00005051961,0.0014934104,0.24314854,0.013402027,0.0004916446,0.037614934,0.086228676,0.0046953717,0.0061636297,0.056777135,0.5495182,0.00041591964],"about_ca_topic_score_codex":0.009192147,"about_ca_topic_score_gemma":0.019376205,"teacher_disagreement_score":0.009192147,"about_ca_system_score_codex":0.0016220186,"about_ca_system_score_gemma":0.0016579705,"threshold_uncertainty_score":0.018277287},"labels":[],"label_agreement":null},{"id":"W2182917839","doi":"10.14288/1.0107735","title":"The drained stacking of granular tailings : a disposal method for a low degree of saturation of the tailings mass","year":2011,"lang":"en","type":"article","venue":"Open Collections","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":"University of British Columbia","funders":"","keywords":"Tailings; Silt; Saturation (graph theory); Tailings dam; Geotechnical engineering; Geology; Degree of saturation; Environmental science; Mining engineering; Soil science; Soil water; Metallurgy; Materials science","score_opus":0.031541861659995785,"score_gpt":0.24160999522069768,"score_spread":0.2100681335607019,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2182917839","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7737783,0.0012242553,0.20733835,0.00020732789,0.00014636166,0.00022770949,0.00033151874,0.0015911115,0.015155022],"genre_scores_gemma":[0.9159244,0.0003562752,0.07545714,0.000058490925,0.000029330418,0.0000326143,0.00016572438,0.00005742387,0.007918662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980813,0.000018421184,0.000017232851,0.000030594892,0.00010241523,0.000023255798],"domain_scores_gemma":[0.99981886,0.000021225378,0.000040412393,0.000049793634,0.000038645678,0.00003109938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017500244,0.00021088828,0.00021771624,0.00097037305,0.00045245924,0.00049138616,0.0004475472,0.0002343965,0.0012429719],"category_scores_gemma":[0.00040620487,0.00012772727,0.00017121903,0.00064079557,0.00044746898,0.00044826584,0.00064087013,0.00027846044,0.00047092448],"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":[0.0003925869,0.00016458554,0.006875336,0.0005174399,0.000031950785,0.00079299294,0.0006941238,0.0057319636,0.62111306,0.0051702135,0.0018796778,0.35663608],"study_design_scores_gemma":[0.00009797619,0.0018971708,0.02302712,0.00011886296,0.00012024401,0.0028433923,0.0005256452,0.023586348,0.8828381,0.0023562538,0.06247038,0.00011855039],"about_ca_topic_score_codex":0.0006484113,"about_ca_topic_score_gemma":0.0025763332,"teacher_disagreement_score":0.0012429719,"about_ca_system_score_codex":0.0002118696,"about_ca_system_score_gemma":0.0003857908,"threshold_uncertainty_score":0.004158139},"labels":[],"label_agreement":null},{"id":"W2183414093","doi":"","title":"A laboratory study of the behaviour of surface paste disposal","year":2004,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"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; Cracking; Leaching (pedology); Slag (welding); Metallurgy; Environmental science; Suction; Geotechnical engineering; Cement; Waste management; Materials science; Soil water; Geology; Engineering; Composite material; Soil science","score_opus":0.007756237930190523,"score_gpt":0.18783712944054884,"score_spread":0.1800808915103583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2183414093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933694,0.0000967437,0.005981823,0.000016069805,0.000010257405,0.00005282833,0.00013488848,0.00006631207,0.00027167058],"genre_scores_gemma":[0.99291307,0.0001578508,0.0058162576,0.000014660137,0.000007088503,0.000058825448,0.00019757883,0.000008958964,0.0008257594],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997521,0.0000444485,0.000015134269,0.000066707296,0.00008582025,0.000035835063],"domain_scores_gemma":[0.99962676,0.00011170182,0.00008861337,0.000066163346,0.00007566756,0.00003107319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030231496,0.00053615676,0.00056363613,0.00015723702,0.00025975713,0.00035221825,0.00046772108,0.0005236474,0.0007869645],"category_scores_gemma":[0.00043106306,0.00013901485,0.0004938822,0.00013182925,0.00034932335,0.00029776932,0.00027807284,0.00046480636,0.00020479549],"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":[0.00008031266,0.00014476325,0.0006953847,0.000045125926,0.0000075394437,0.000046734494,0.000025527168,0.00073861616,0.9968696,0.000044487875,0.000020545409,0.0012813773],"study_design_scores_gemma":[0.000011895432,0.0026273106,0.0011510152,0.0000024047945,0.000017326167,0.00006803832,0.00002175164,0.004128614,0.9916196,0.000029045019,0.00031506355,0.000007919964],"about_ca_topic_score_codex":0.0019239509,"about_ca_topic_score_gemma":0.0014351228,"teacher_disagreement_score":0.0019239509,"about_ca_system_score_codex":0.0003642885,"about_ca_system_score_gemma":0.0003380629,"threshold_uncertainty_score":0.0038255453},"labels":[],"label_agreement":null},{"id":"W2186399568","doi":"10.14288/1.0107698","title":"Hydrologic closure of mine tailings facilities","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Spillway; Tailings; Closure (psychology); Flood myth; Surface runoff; Environmental science; Civil engineering; Engineering; Geotechnical engineering","score_opus":0.01345996048712389,"score_gpt":0.13959418892580325,"score_spread":0.12613422843867936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2186399568","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4501097,0.00019498955,0.5069841,0.00040960978,0.000063488,0.00054944935,0.00040057767,0.0013124024,0.039975706],"genre_scores_gemma":[0.9644363,0.00010191188,0.02940529,0.00003120361,0.000016875922,0.00016754681,0.0001871392,0.00006773642,0.00558606],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99942136,0.00012030846,0.000028802604,0.00008709818,0.00024222684,0.00010018641],"domain_scores_gemma":[0.99944085,0.00007152578,0.0001496427,0.000060867886,0.00018202356,0.000095042975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059645326,0.00034446036,0.0002271382,0.0006348983,0.0006620374,0.000772589,0.0008272325,0.00034491072,0.0029149724],"category_scores_gemma":[0.0011924885,0.00022816728,0.00025511562,0.000270772,0.0006791451,0.000753495,0.0009085897,0.0003634764,0.00035410147],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005585456,0.00021095607,0.01920391,0.00017146666,0.000027091597,0.00061536033,0.00045363267,0.690336,0.08294892,0.035977874,0.004793487,0.16470277],"study_design_scores_gemma":[0.00029057718,0.0026841247,0.04181612,0.00016052966,0.00008434644,0.00082065986,0.0012233066,0.7513707,0.09897706,0.023553556,0.078868605,0.00015044797],"about_ca_topic_score_codex":0.0042424435,"about_ca_topic_score_gemma":0.0066061206,"teacher_disagreement_score":0.9957576,"about_ca_system_score_codex":0.0012966656,"about_ca_system_score_gemma":0.001742487,"threshold_uncertainty_score":0.009751558},"labels":[],"label_agreement":null},{"id":"W2189505571","doi":"10.14288/1.0107683","title":"Filtered dry stacked tailings : the fundamentals","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tailings; Slurry; Stewardship (theology); Closure (psychology); Environmental science; Thickening; Engineering; Environmental planning; Waste management; Mining engineering; Environmental engineering; Political science","score_opus":0.016276844258943865,"score_gpt":0.14938825966963482,"score_spread":0.13311141541069094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2189505571","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.123573884,0.028866937,0.44696757,0.011022655,0.0014265715,0.00065168703,0.000649216,0.0024496564,0.38439175],"genre_scores_gemma":[0.61008173,0.021571325,0.18998933,0.0015276009,0.0006743267,0.00020638341,0.00043163082,0.00030688956,0.17521077],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9993913,0.000052784482,0.00003199105,0.00005342391,0.00039844943,0.00007203282],"domain_scores_gemma":[0.99951863,0.00006394874,0.00003702923,0.00005592505,0.00024425893,0.00008015792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000759739,0.0004166839,0.00023362561,0.0010934976,0.0012172156,0.0028909622,0.0012902028,0.0015602688,0.0055963853],"category_scores_gemma":[0.000776475,0.00044336318,0.00018568055,0.0010369443,0.0017922174,0.0026389807,0.0011164551,0.0009227058,0.0020516338],"study_design_candidate":"theoretical_or_conceptual","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":[0.00020042296,0.00026960063,0.007340896,0.0009753886,0.000012173165,0.00091578707,0.0017902389,0.009590243,0.029058412,0.19937879,0.044359446,0.70610857],"study_design_scores_gemma":[0.000025654394,0.00068813976,0.01133592,0.0007158238,0.000022546565,0.0016046955,0.003584258,0.013825895,0.025571983,0.08111984,0.8613919,0.00011346281],"about_ca_topic_score_codex":0.009122111,"about_ca_topic_score_gemma":0.02181334,"teacher_disagreement_score":0.009122111,"about_ca_system_score_codex":0.0012718581,"about_ca_system_score_gemma":0.0017351914,"threshold_uncertainty_score":0.018721819},"labels":[],"label_agreement":null},{"id":"W2190908223","doi":"10.1139/cgj-2014-0502","title":"Influence of curing temperature and stress conditions on mechanical properties of cementing paste backfill","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Curing (chemistry); Materials science; Composite material; Compressive strength; Cement; Exothermic reaction; Geotechnical engineering; Chemistry; Geology","score_opus":0.01672314918296845,"score_gpt":0.19373467454281826,"score_spread":0.17701152535984982,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2190908223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920493,0.0001449425,0.0003711526,0.0000062933195,0.0000036386311,0.0000076277024,0.00005565784,0.0000144140995,0.00019132355],"genre_scores_gemma":[0.99879813,0.00011812501,0.0006646731,0.000010855407,0.0000032949536,0.000011205881,0.00007145395,0.00001673708,0.0003053947],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99966884,0.000057162488,0.000040056228,0.000056240155,0.00013182808,0.00004595299],"domain_scores_gemma":[0.99921334,0.00032152567,0.0001961586,0.00006992882,0.00012010631,0.00007889124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046730597,0.0003570952,0.00032863847,0.00021660312,0.00018603072,0.0003033633,0.00016544157,0.00019548187,0.001149629],"category_scores_gemma":[0.00096074684,0.0002000749,0.00021144096,0.00021337098,0.00029400873,0.0003097287,0.00020699958,0.0003773437,0.00018002611],"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":[0.0002472989,0.000045162065,0.0017402688,0.000044652727,0.0000077934765,0.000042999276,0.00008608277,0.00030427973,0.9956453,0.000017326996,0.000014446781,0.001804314],"study_design_scores_gemma":[0.000006334928,0.0010370786,0.014041705,0.0000051653956,0.000016457352,0.00005312042,0.00007917531,0.00052009785,0.98388624,0.0000083413015,0.00033668385,0.000009715498],"about_ca_topic_score_codex":0.0008539191,"about_ca_topic_score_gemma":0.001957303,"teacher_disagreement_score":0.001149629,"about_ca_system_score_codex":0.00022557737,"about_ca_system_score_gemma":0.000245775,"threshold_uncertainty_score":0.0038458705},"labels":[],"label_agreement":null},{"id":"W221763815","doi":"","title":"Use of high-density paste bacfill for safe disposal of copper/zinc mine tailings","year":2011,"lang":"en","type":"article","venue":"Depositum (Université du Québec en Abitibi-Témiscamingue)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":37,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Copper mine; Copper; Zinc; Mining engineering; Environmental science; Metallurgy; Waste management; Geology; Materials science; Engineering","score_opus":0.01130645528262481,"score_gpt":0.15269218601743417,"score_spread":0.14138573073480937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W221763815","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926761,0.00039995302,0.00432467,0.000053849828,0.0000071828454,0.000044813696,0.00004978846,0.00007280637,0.0023708537],"genre_scores_gemma":[0.9963845,0.00015621184,0.0026810416,0.000007867506,0.0000016618199,0.0000059856475,0.00002184191,0.000005170088,0.00073566893],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996947,0.000065545624,0.00002511019,0.000032185686,0.0001306298,0.00005178419],"domain_scores_gemma":[0.9998715,0.000016588569,0.000039045408,0.000018770657,0.00003929588,0.000014721964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026636256,0.00026429,0.00031235782,0.00058509695,0.0004997772,0.0005792864,0.0004991897,0.00031394162,0.00084361556],"category_scores_gemma":[0.00019795926,0.000121592195,0.00029309915,0.00031966224,0.00029718224,0.00028473476,0.00044842932,0.00014287965,0.00029831633],"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":[0.0011550863,0.0003440788,0.024453191,0.00066982344,0.000043756856,0.002229249,0.00041510776,0.0055093,0.8516006,0.00042929617,0.0004455514,0.11270493],"study_design_scores_gemma":[0.000055694967,0.0012770115,0.027127115,0.00006343803,0.00008747979,0.0014824165,0.0007564117,0.005765612,0.95817,0.00021162513,0.004977186,0.000025858855],"about_ca_topic_score_codex":0.0043681785,"about_ca_topic_score_gemma":0.013059884,"teacher_disagreement_score":0.0043681785,"about_ca_system_score_codex":0.00043614997,"about_ca_system_score_gemma":0.00049744674,"threshold_uncertainty_score":0.008685529},"labels":[],"label_agreement":null},{"id":"W2222145766","doi":"","title":"Tailings Management in the Alberta Oil Sands: Mitigating the Risk of Pond Failure","year":2015,"lang":"en","type":"article","venue":"Summit (Simon Fraser University)","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":"Oil sands; Tailings; Tailings dam; Dam failure; Environmental science; Geology; Mining engineering; Asphalt; Flood myth; Archaeology; Geography","score_opus":0.010463992057774612,"score_gpt":0.17628142319802376,"score_spread":0.16581743114024913,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2222145766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8370835,0.0025183875,0.024268778,0.014904391,0.00013750367,0.00043010165,0.00038096026,0.00045047124,0.11982586],"genre_scores_gemma":[0.97784287,0.0011960943,0.0071436157,0.00026766316,0.00001326563,0.000027292866,0.00011312028,0.000013815347,0.013382272],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9989774,0.0001536572,0.000021145714,0.00003804766,0.00049692154,0.0003127267],"domain_scores_gemma":[0.99892515,0.000259931,0.00017958044,0.000047426063,0.00038909848,0.00019876627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013261321,0.00033542493,0.00020169858,0.001151688,0.0026388564,0.0025819135,0.0015439638,0.0010842042,0.0030835983],"category_scores_gemma":[0.0026392417,0.00016736971,0.0002466104,0.00097099406,0.0011813607,0.001123436,0.0015640499,0.000659879,0.0002548161],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006878152,0.0007820817,0.20414954,0.000982667,0.0001566537,0.006454679,0.0054112156,0.0922748,0.018795155,0.04125708,0.040518053,0.58853036],"study_design_scores_gemma":[0.00013325267,0.0016912186,0.40257272,0.0017060752,0.0003985089,0.0016608688,0.0690173,0.15629809,0.040652476,0.045621954,0.27989697,0.00035063035],"about_ca_topic_score_codex":0.46940315,"about_ca_topic_score_gemma":0.77206767,"teacher_disagreement_score":0.53059685,"about_ca_system_score_codex":0.008183009,"about_ca_system_score_gemma":0.02155467,"threshold_uncertainty_score":0.93334186},"labels":[],"label_agreement":null},{"id":"W2249338522","doi":"10.4028/www.scientific.net/amm.773-774.1256","title":"A Review of Sustainable Management of Mine Tailings","year":2015,"lang":"en","type":"review","venue":"Applied Mechanics and Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Tailings; Tailings dam; Engineering; Mining engineering; Sustainable development; Environmental science; Civil engineering; Environmental planning; Political science; Metallurgy","score_opus":0.02476391889017426,"score_gpt":0.24736167412271168,"score_spread":0.22259775523253741,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2249338522","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00022940672,0.99759054,0.00021638726,0.00018401523,0.00015131079,0.0000075495814,0.000041674844,0.000006202771,0.0015728761],"genre_scores_gemma":[0.0012161719,0.9977919,0.0002885472,0.00009297852,0.00007978726,0.0000056360523,0.000038734455,0.0000014709744,0.0004848507],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99947506,0.00007704246,0.000105298226,0.000088625115,0.00021623808,0.00003777106],"domain_scores_gemma":[0.99935585,0.00029661795,0.00013168695,0.000018551513,0.00016732674,0.000029913239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076971017,0.0009883976,0.0012904691,0.0037213054,0.00042795463,0.0012330484,0.0009358828,0.0011064168,0.0051390603],"category_scores_gemma":[0.0011065175,0.0003880108,0.0007659588,0.004415409,0.00041351316,0.001717701,0.0007508951,0.0009323442,0.0012250533],"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":[0.000040477724,0.00008740129,0.00035829266,0.08289631,0.00013529982,0.00022034608,0.0001804234,0.000841997,0.0024482007,0.007547598,0.022333687,0.8829101],"study_design_scores_gemma":[0.0000044236413,0.00008093383,0.0011061137,0.011880971,0.00012587447,0.00050948083,0.00015190123,0.000095037874,0.0005410462,0.0018063723,0.98367554,0.000022294958],"about_ca_topic_score_codex":0.0024629743,"about_ca_topic_score_gemma":0.004386006,"teacher_disagreement_score":0.0051390603,"about_ca_system_score_codex":0.00062856864,"about_ca_system_score_gemma":0.0024124724,"threshold_uncertainty_score":0.017191827},"labels":[],"label_agreement":null},{"id":"W2259048606","doi":"10.14288/1.0042478","title":"Creating a sustainable cover for a sand tailings dam using biosolids and log yard debris","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Yard; Biosolids; Debris; Tailings dam; Land reclamation; Environmental science; Geology; Cover (algebra); Mining engineering; Geotechnical engineering; Engineering; Environmental engineering; Geography; Archaeology","score_opus":0.008126650874596391,"score_gpt":0.17086470730241743,"score_spread":0.16273805642782105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259048606","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99902403,0.000015109422,0.0005539876,0.000007408671,0.0000011081663,0.000018809522,0.000012082466,0.000011609005,0.00035602224],"genre_scores_gemma":[0.99462694,0.000048274247,0.0042523863,0.000008084395,0.0000014144653,0.000018536646,0.00004425123,0.0000051833767,0.000994963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977833,0.000029010364,0.000009097307,0.000026317279,0.00010784498,0.0000494709],"domain_scores_gemma":[0.999828,0.000033691085,0.00004432725,0.000013312652,0.000039047987,0.000041532294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032761772,0.00030858803,0.00018193416,0.00036951178,0.00059508113,0.0004737744,0.0003646403,0.00021760064,0.000910977],"category_scores_gemma":[0.00031108496,0.0001267901,0.00021821231,0.00021072649,0.0003198683,0.00031224944,0.00046021925,0.0001664276,0.00015947202],"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":[0.00048150736,0.0005027377,0.03724854,0.00018181163,0.0000315706,0.00054214464,0.00045963723,0.0066872234,0.9149313,0.00021751,0.00014770006,0.038568377],"study_design_scores_gemma":[0.00009216061,0.016104395,0.2230184,0.000045534132,0.0001292166,0.00066522334,0.002780249,0.016638935,0.73143923,0.0002265345,0.008812048,0.00004805228],"about_ca_topic_score_codex":0.004766356,"about_ca_topic_score_gemma":0.036824957,"teacher_disagreement_score":0.004766356,"about_ca_system_score_codex":0.00052711857,"about_ca_system_score_gemma":0.0008868255,"threshold_uncertainty_score":0.009477198},"labels":[],"label_agreement":null},{"id":"W2278469712","doi":"10.36487/acg_rep/1152_90_crossley","title":"Developing an operation, maintenance and surveillance manual for the post-closure management of tailings facilities","year":2011,"lang":"en","type":"article","venue":"Mine closure","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":true,"ca_institutions":"BGC Engineering (Canada); University of British Columbia","funders":"","keywords":"Tailings; Closure (psychology); Documentation; Nuclear decommissioning; Work (physics); Land reclamation; Engineering management; Construction engineering; Process management; Operations management; Business; Engineering; Environmental planning; Computer science; Environmental science; Waste management; Political science","score_opus":0.025430702189869998,"score_gpt":0.21953182163105497,"score_spread":0.19410111944118497,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2278469712","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02429087,0.0018905853,0.6248558,0.01018757,0.0030721987,0.00753592,0.00708667,0.038407914,0.28267238],"genre_scores_gemma":[0.030162219,0.0025234665,0.62773097,0.0018507106,0.00044595235,0.0015914248,0.005963406,0.002535605,0.32719624],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9971831,0.00041920773,0.0003301122,0.00014194768,0.0017920446,0.00013367829],"domain_scores_gemma":[0.9855957,0.005363552,0.00093255285,0.0012874494,0.0064127655,0.00040807252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033920151,0.0011363865,0.00050468673,0.003919821,0.0016725241,0.0014449478,0.0020389133,0.0020280376,0.027436016],"category_scores_gemma":[0.010337817,0.0008164813,0.0004984677,0.0013298786,0.0010821584,0.0028678975,0.0015374508,0.0017703284,0.018544395],"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":[0.000053598767,0.00029236026,0.001731089,0.0005927173,0.0000033966915,0.0006370972,0.003024874,0.0030574163,0.008058431,0.0055131936,0.3404848,0.636551],"study_design_scores_gemma":[0.0000140711445,0.00013507971,0.003985344,0.00047722866,0.0000035622409,0.0005837383,0.0008615007,0.0018884338,0.003173709,0.0013367039,0.9874806,0.000060216273],"about_ca_topic_score_codex":0.014115605,"about_ca_topic_score_gemma":0.037545837,"teacher_disagreement_score":0.027436016,"about_ca_system_score_codex":0.002134373,"about_ca_system_score_gemma":0.00805299,"threshold_uncertainty_score":0.09178263},"labels":[],"label_agreement":null},{"id":"W2281289934","doi":"10.1016/j.cemconcomp.2016.01.005","title":"Initial temperature-dependence of strength development and self-desiccation in cemented paste backfill that contains sodium silicate","year":2016,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":165,"is_retracted":false,"has_abstract":false,"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":"Desiccation; Cement; Curing (chemistry); Sodium silicate; Materials science; Shrinkage; Suction; Composite material; Water content; Geotechnical engineering; Geology; Botany; Mechanical engineering; Engineering","score_opus":0.013815551667068115,"score_gpt":0.1994780475796642,"score_spread":0.1856624959125961,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2281289934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864143,0.00016698673,0.0003707555,0.000014295267,0.0000068054374,0.0000049649675,0.00017383092,0.000025438758,0.00059551693],"genre_scores_gemma":[0.9990928,0.00004564544,0.00011684052,0.000007196774,0.0000020265543,0.00000387408,0.00015614963,0.000009886942,0.0005655734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984634,0.000016950366,0.000013169573,0.00002770849,0.00004465852,0.00005112757],"domain_scores_gemma":[0.9994586,0.0001659682,0.00013366809,0.000037104983,0.00014334258,0.00006129187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027357845,0.0002546233,0.00018551455,0.00022060596,0.00017495407,0.00020877158,0.00020121798,0.00022783161,0.0018886512],"category_scores_gemma":[0.00048763282,0.00019463619,0.00030601572,0.00019780589,0.00039624263,0.00038780688,0.0001254919,0.00040605446,0.0004039811],"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":[0.0010937873,0.000074489406,0.0030251988,0.00004083586,0.000014631703,0.00012858125,0.0001316139,0.00067920523,0.99260086,0.00008441633,0.00009883934,0.002027426],"study_design_scores_gemma":[0.0000053736744,0.00032762266,0.01535328,0.0000031256814,0.000010540135,0.00004633796,0.000062776744,0.0017707433,0.9821692,0.000020972899,0.00022128772,0.000008719298],"about_ca_topic_score_codex":0.0022674517,"about_ca_topic_score_gemma":0.003077799,"teacher_disagreement_score":0.0022674517,"about_ca_system_score_codex":0.000404187,"about_ca_system_score_gemma":0.00024822893,"threshold_uncertainty_score":0.0063182116},"labels":[],"label_agreement":null},{"id":"W2290388043","doi":"10.14288/1.0041981","title":"Research on tailings in British Columbia - U.B.C. experience","year":2010,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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; Metallurgy","score_opus":0.016681908185575328,"score_gpt":0.20579606427886454,"score_spread":0.18911415609328922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2290388043","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8140332,0.006159735,0.0012752893,0.0039750687,0.00015411111,0.00021640491,0.002037031,0.00017249111,0.17197667],"genre_scores_gemma":[0.79400384,0.00799354,0.003141704,0.0011486501,0.000019578889,0.000067648216,0.0016412264,0.00006314299,0.19192062],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99912745,0.00008208335,0.000034060442,0.00014718159,0.00038249543,0.00022675205],"domain_scores_gemma":[0.99755114,0.00021637353,0.00008718477,0.00009004699,0.001590816,0.00046456506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065523875,0.0003019716,0.00021299109,0.0017096944,0.0042220405,0.001477578,0.00085000665,0.00046772536,0.010212022],"category_scores_gemma":[0.0014547671,0.0002635864,0.00013425463,0.0043791234,0.0009615756,0.0007097279,0.0008582752,0.00082689326,0.00095624925],"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":[0.00039874783,0.0005995826,0.20326236,0.00079962495,0.00004078301,0.0041430146,0.030918583,0.0010344408,0.020341413,0.005363418,0.051674463,0.6814236],"study_design_scores_gemma":[0.000017733104,0.00037024706,0.5926847,0.00036023586,0.000029543577,0.0007516091,0.04580061,0.00053565146,0.0053887195,0.00039354188,0.35360092,0.00006652702],"about_ca_topic_score_codex":0.95451444,"about_ca_topic_score_gemma":0.9905605,"teacher_disagreement_score":0.045485556,"about_ca_system_score_codex":0.016489916,"about_ca_system_score_gemma":0.025867654,"threshold_uncertainty_score":0.11964327},"labels":[],"label_agreement":null},{"id":"W2291768988","doi":"","title":"Design Study for the Use of Tailing as Paste Fill Material","year":2014,"lang":"en","type":"article","venue":"ISRM International Symposium - 8th Asian Rock Mechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Business","score_opus":0.024750658099376967,"score_gpt":0.22193592467791232,"score_spread":0.19718526657853536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2291768988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83358073,0.00023022418,0.1447799,0.00014956291,0.00016671079,0.009624936,0.0004323114,0.00029223127,0.010743398],"genre_scores_gemma":[0.89893234,0.00011535782,0.08669044,0.000118161275,0.00003049102,0.0054579102,0.0001457506,0.00007230394,0.008437196],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99690044,0.0016165271,0.00021781861,0.00032847346,0.0006916052,0.00024513935],"domain_scores_gemma":[0.99215007,0.005093443,0.00060243317,0.00056935294,0.0013633341,0.00022133709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00428521,0.0007831641,0.000581044,0.0005616316,0.00054545206,0.0007902785,0.0010888838,0.0010724993,0.00971838],"category_scores_gemma":[0.0065605813,0.00034108767,0.00075193413,0.00018524905,0.00045150728,0.00042521098,0.00038473395,0.00044933497,0.0008821246],"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":[0.045463677,0.014494499,0.017050268,0.005521073,0.00055316027,0.0011748659,0.0028336192,0.029091714,0.5905314,0.0102399625,0.002182983,0.28086275],"study_design_scores_gemma":[0.010960867,0.39851874,0.052390214,0.00039465856,0.0026392308,0.0011959794,0.0028470235,0.07076087,0.41835973,0.0029255943,0.038801655,0.00020545717],"about_ca_topic_score_codex":0.00046872647,"about_ca_topic_score_gemma":0.0005553158,"teacher_disagreement_score":0.00971838,"about_ca_system_score_codex":0.00058100803,"about_ca_system_score_gemma":0.0013260293,"threshold_uncertainty_score":0.032511234},"labels":[],"label_agreement":null},{"id":"W2291857257","doi":"10.14288/1.0081175","title":"Characterisation of tailings for paste backfill system design","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tailings; Tailings dam; Geology; Geotechnical engineering; Mining engineering; Metallurgy; Materials science","score_opus":0.01076292247619273,"score_gpt":0.1492748750634852,"score_spread":0.13851195258729246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2291857257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6650035,0.0019629886,0.31585813,0.00044593192,0.00016678881,0.0019158245,0.0014556764,0.0018403957,0.011350759],"genre_scores_gemma":[0.87702644,0.00088714913,0.113350265,0.00012935897,0.000027449762,0.00044359846,0.0010689677,0.00027315496,0.006793629],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9977196,0.00038370452,0.00022309576,0.00019046322,0.0013543902,0.00012872646],"domain_scores_gemma":[0.9950039,0.0011975332,0.0004381621,0.0005452386,0.0027294983,0.00008569848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028739036,0.0007405487,0.00077567,0.0017533437,0.00083143474,0.0016066626,0.0010571369,0.0012875103,0.0025785116],"category_scores_gemma":[0.005964624,0.00034712517,0.0005080521,0.0009919197,0.00058044755,0.0016289179,0.00058275583,0.0006949383,0.0011061123],"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":[0.00033828756,0.0001133984,0.005998469,0.0008354129,0.000022478003,0.0005351121,0.00089586806,0.0053851525,0.86253834,0.0006998953,0.00081038126,0.1218272],"study_design_scores_gemma":[0.00002290923,0.0011277436,0.009789601,0.000086015156,0.00004233966,0.000568011,0.00072702696,0.008179678,0.964192,0.00049807184,0.014725617,0.000041096417],"about_ca_topic_score_codex":0.0014110464,"about_ca_topic_score_gemma":0.0047432994,"teacher_disagreement_score":0.0028739036,"about_ca_system_score_codex":0.00068088685,"about_ca_system_score_gemma":0.00090768887,"threshold_uncertainty_score":0.015198827},"labels":[],"label_agreement":null},{"id":"W2293832387","doi":"10.1139/cgj-2014-0411","title":"Shear and dewatering behaviour of densified gold tailings in a laboratory simulation of multi-layer deposition","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Carleton University; Thermo Fisher Scientific (Canada)","funders":"University of California, San Diego; Barrick Gold Corporation","keywords":"Dewatering; Tailings; Geotechnical engineering; Deposition (geology); Direct shear test; Geology; Shear stress; Environmental science; Shear (geology); Materials science; Composite material; Metallurgy","score_opus":0.017088081035813583,"score_gpt":0.21438088908630235,"score_spread":0.19729280805048877,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2293832387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99909186,0.000008617987,0.0004973302,0.000006862417,0.0000018301411,0.000007710011,0.000070454735,0.000014764596,0.0003005976],"genre_scores_gemma":[0.9986964,0.000019721969,0.0008239209,0.000004748387,5.579879e-7,0.000014568262,0.000087385815,0.0000039020815,0.00034875827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992263,0.000009020439,0.0000066847415,0.00002274743,0.000014843397,0.000024028092],"domain_scores_gemma":[0.9997669,0.000091879636,0.000039296974,0.000025143996,0.00003719644,0.00003955676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020646499,0.00032631008,0.00038792018,0.00022249653,0.00025783404,0.0004658474,0.00054963736,0.00058505684,0.0010222854],"category_scores_gemma":[0.0004580561,0.00022129375,0.00040339652,0.00016840432,0.00044672846,0.00027310385,0.0003776192,0.00034055545,0.00008554042],"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":[0.00029929238,0.00019901118,0.016864391,0.00005100371,0.000034912846,0.00028365906,0.00011518399,0.93582165,0.043285742,0.00027387353,0.00007598581,0.0026951826],"study_design_scores_gemma":[0.00008543158,0.00057844387,0.01661605,0.000010945246,0.000037009006,0.000033198554,0.0001432632,0.9669457,0.015166581,0.00013708588,0.00022396109,0.000022417382],"about_ca_topic_score_codex":0.016255226,"about_ca_topic_score_gemma":0.013040795,"teacher_disagreement_score":0.016255226,"about_ca_system_score_codex":0.0007475779,"about_ca_system_score_gemma":0.00048792383,"threshold_uncertainty_score":0.032321215},"labels":[],"label_agreement":null},{"id":"W2296641741","doi":"10.82308/31179","title":"Static and pseudo-static stability analysis of tailings storage facilities using deterministic and probabilistic methods","year":2013,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","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; Probabilistic logic; Tailings dam; Engineering; Stability (learning theory); Geotechnical engineering; Environmental science; Civil engineering; Computer science; Mathematics; Statistics","score_opus":0.033682973604990604,"score_gpt":0.2507608826443087,"score_spread":0.21707790903931806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2296641741","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05489603,0.0004461826,0.940761,0.00008554051,0.000014381168,0.000040953873,0.00012438394,0.00015665575,0.0034748423],"genre_scores_gemma":[0.95196456,0.00051267206,0.044408627,0.000022546106,0.000024802232,0.00012394118,0.00023455145,0.000048667553,0.0026596277],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99945027,0.00014753765,0.00003249592,0.00009515669,0.00022152886,0.000052982377],"domain_scores_gemma":[0.9986902,0.0007404391,0.00020524037,0.00006738233,0.00026470562,0.00003215126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011470688,0.0006802091,0.0004743605,0.0016451778,0.0003575009,0.00076249737,0.00083822897,0.0007402936,0.0012930396],"category_scores_gemma":[0.0025069402,0.00045071906,0.0014452505,0.0008210028,0.0006370555,0.0007132683,0.00076711405,0.000522896,0.00023096608],"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":[0.000020384796,0.000012264992,0.0015478068,0.000043637538,0.000028398332,0.00004795929,0.00003049045,0.9806387,0.0015955473,0.004771654,0.00011478359,0.01114834],"study_design_scores_gemma":[7.762248e-7,0.0000066906687,0.00037337295,0.0000032866471,0.0000049542623,0.000010686705,0.000005638462,0.9983279,0.00019181595,0.0009478163,0.00012255376,0.0000045872816],"about_ca_topic_score_codex":0.006560174,"about_ca_topic_score_gemma":0.003801053,"teacher_disagreement_score":0.006560174,"about_ca_system_score_codex":0.00070914236,"about_ca_system_score_gemma":0.0007314462,"threshold_uncertainty_score":0.013044},"labels":[],"label_agreement":null},{"id":"W2306030168","doi":"10.14288/1.0053591","title":"Stability and Seepage Analysis of the Bralorne Gold Mines Tailings Dam Following a Change in Usage from Tailings Dam to Water Reservoir Dam","year":2010,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings dam; Tailings; Geology; Mining engineering; Geotechnical engineering; Metallurgy","score_opus":0.012440615291066066,"score_gpt":0.17549600852676095,"score_spread":0.16305539323569487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2306030168","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978702,0.000019165132,0.00038169892,0.000011906475,0.000001672417,0.0000046419937,0.0003921472,0.000026031317,0.0012925466],"genre_scores_gemma":[0.9981762,0.000026352198,0.00036307314,0.0000029548307,7.166433e-7,0.000002798877,0.00032912317,0.000005755605,0.0010931088],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99989223,0.000007048573,0.0000062046556,0.000018824738,0.000061212355,0.000014386084],"domain_scores_gemma":[0.999721,0.0000557411,0.00004823907,0.000015604295,0.0001258176,0.000033493416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017646275,0.000114217975,0.00016752139,0.0009652421,0.0002772062,0.0003361627,0.00019206645,0.00020707656,0.001316319],"category_scores_gemma":[0.00036567159,0.00014354702,0.00014871152,0.0005899992,0.00021571401,0.00016015655,0.00012671093,0.00021769963,0.00033121515],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011034133,0.00028390458,0.4067164,0.00011121591,0.00007325009,0.0017894243,0.0015909491,0.0617968,0.45280477,0.0015136265,0.0029356775,0.06928043],"study_design_scores_gemma":[0.000013629236,0.00040939567,0.84817076,0.00001348477,0.000031484866,0.0002762111,0.0006368697,0.07907552,0.06835564,0.00022911222,0.00275115,0.00003666666],"about_ca_topic_score_codex":0.016701814,"about_ca_topic_score_gemma":0.030893346,"teacher_disagreement_score":0.9832982,"about_ca_system_score_codex":0.00052420545,"about_ca_system_score_gemma":0.00026632927,"threshold_uncertainty_score":0.033209205},"labels":[],"label_agreement":null},{"id":"W2314056514","doi":"10.1016/j.compgeo.2016.03.009","title":"Back analysis of the Kanowna Belle stope filling case history","year":2016,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Australian Research Council; Barrick Gold Corporation","keywords":"Engineering; Geology; Geotechnical engineering; Structural engineering; Mining engineering; Forensic engineering","score_opus":0.012505413116097633,"score_gpt":0.16789840938092895,"score_spread":0.15539299626483133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314056514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61767274,0.0011622472,0.004577247,0.006434275,0.00023005715,0.0001909207,0.0011020213,0.00009894989,0.36853158],"genre_scores_gemma":[0.8923192,0.0009652451,0.0019762923,0.00054196705,0.00003498973,0.000031945074,0.0006022031,0.00007769848,0.103450455],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99918765,0.000081552076,0.000042442913,0.0000875968,0.00036869678,0.00023218381],"domain_scores_gemma":[0.99822336,0.0006492719,0.00019815173,0.00013296162,0.0005671658,0.00022915153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063473434,0.00025793436,0.00021498735,0.0034176542,0.004735059,0.002638377,0.0014156313,0.0019617167,0.038469303],"category_scores_gemma":[0.0039163693,0.00033558696,0.00027734524,0.0025480725,0.0020272762,0.001892107,0.0018049482,0.0016649305,0.0024289512],"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":[0.0005284191,0.0006347788,0.11160032,0.0011469941,0.00005239408,0.1757538,0.17037268,0.0051770885,0.013328038,0.19722629,0.06944718,0.25473207],"study_design_scores_gemma":[0.000011935439,0.00014024912,0.086252496,0.0010602957,0.00006367508,0.030090855,0.20663324,0.0027609002,0.0062576286,0.015670877,0.6509583,0.00009950123],"about_ca_topic_score_codex":0.060475033,"about_ca_topic_score_gemma":0.14876084,"teacher_disagreement_score":0.060475033,"about_ca_system_score_codex":0.003702015,"about_ca_system_score_gemma":0.004075424,"threshold_uncertainty_score":0.12869269},"labels":[],"label_agreement":null},{"id":"W2318810081","doi":"10.14288/1.0050155","title":"Water and material balance at mine tailings impoundments : software program development and risk analysis","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Tailings dam; Water balance; Balance (ability); Mining engineering; Environmental science; Geology; Geotechnical engineering; Metallurgy","score_opus":0.004311237517328544,"score_gpt":0.14842780940986017,"score_spread":0.14411657189253163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2318810081","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.103202745,0.00013559125,0.7507103,0.00025384355,0.000036143065,0.0012277303,0.00566998,0.12094734,0.01781623],"genre_scores_gemma":[0.34292784,0.00043209328,0.61756665,0.000121405996,0.000026818232,0.002178375,0.010391638,0.009164617,0.017190516],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994999,0.00010006136,0.00006240588,0.000097723496,0.00019832265,0.0000415473],"domain_scores_gemma":[0.9962212,0.0021162662,0.0003113982,0.00025987395,0.0009810047,0.00011030569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020160463,0.0010196465,0.00047445088,0.0021991031,0.00035628132,0.0012739082,0.0013124038,0.00044055373,0.0092332],"category_scores_gemma":[0.0059619783,0.0008141761,0.0006562965,0.0012185769,0.00026357887,0.0016017464,0.000869802,0.00068002404,0.0025602498],"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":[0.0015487744,0.0010985828,0.038595393,0.00086051645,0.00029477297,0.0009522487,0.0015813356,0.31272408,0.028842801,0.013261167,0.039864875,0.5603754],"study_design_scores_gemma":[0.0002356736,0.00028745813,0.009632875,0.00013604613,0.00009625363,0.00031614723,0.00017957028,0.92427295,0.029518267,0.005474728,0.029773325,0.000076668766],"about_ca_topic_score_codex":0.006852745,"about_ca_topic_score_gemma":0.004760576,"teacher_disagreement_score":0.0092332,"about_ca_system_score_codex":0.0008660511,"about_ca_system_score_gemma":0.0014235738,"threshold_uncertainty_score":0.03088814},"labels":[],"label_agreement":null},{"id":"W2319449889","doi":"10.5670/oceanog.2012.54","title":"Gold Mining and Submarine Tailings Disposal: Review and Case Study","year":2012,"lang":"en","type":"article","venue":"Oceanography","topic":"Tailings Management and Properties","field":"Engineering","cited_by":30,"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":"Natural Sciences and Engineering Research Council of Canada; Universitas Sam Ratulangi","keywords":"Tailings; Submarine; Mining engineering; Geology; Environmental science; Oceanography; Metallurgy","score_opus":0.014365348732308691,"score_gpt":0.2204121457206197,"score_spread":0.20604679698831102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319449889","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008208166,0.99838483,0.00006124734,0.00014664643,0.000060994593,0.000010142021,0.000030110174,0.0000029376436,0.0004823434],"genre_scores_gemma":[0.0032984964,0.9962812,0.00009505691,0.00011187204,0.00007043042,0.00000785916,0.000032581465,9.450562e-7,0.00010158737],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992465,0.00013860781,0.0002840131,0.000102568374,0.00017674208,0.00005167077],"domain_scores_gemma":[0.9977102,0.0012567979,0.0006035225,0.000043105967,0.0003085197,0.000077894336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095434155,0.00075949065,0.0013919332,0.005949394,0.00044792195,0.001249688,0.0011956994,0.0014564034,0.0022843936],"category_scores_gemma":[0.0022596708,0.00041366788,0.0012590224,0.009246396,0.0008054448,0.0013063971,0.0007705887,0.0007471823,0.00047523918],"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":[0.00015013308,0.00017681211,0.0042314245,0.28648022,0.00057616475,0.005279955,0.0014053156,0.00077957124,0.0011633111,0.0030476542,0.024512097,0.67219734],"study_design_scores_gemma":[0.000026940095,0.00043513457,0.019316578,0.1555743,0.0025392761,0.03442136,0.0025547051,0.00035044466,0.0009101657,0.0015734115,0.78218955,0.00010815337],"about_ca_topic_score_codex":0.004664505,"about_ca_topic_score_gemma":0.008619129,"teacher_disagreement_score":0.005949394,"about_ca_system_score_codex":0.00065591914,"about_ca_system_score_gemma":0.0025188017,"threshold_uncertainty_score":0.009274721},"labels":[],"label_agreement":null},{"id":"W2323541895","doi":"10.1080/19386362.2015.1132123","title":"A numerical analysis of the stress distribution in backfilled stopes considering nonplanar interfaces between the backfill and rock walls","year":2016,"lang":"en","type":"article","venue":"International Journal of Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":46,"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","funders":"","keywords":"Planar; Stress (linguistics); Geotechnical engineering; Computer simulation; Interface (matter); Numerical analysis; Geology; Shear stress; Numerical models; Shear (geology); Surface finish; Numerical modeling; Structural engineering; Engineering; Materials science; Composite material; Computer science; Capillary action","score_opus":0.008332203687414561,"score_gpt":0.20871643526888173,"score_spread":0.20038423158146718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2323541895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97415495,0.00009401524,0.024038447,0.00003631939,0.000008550806,0.000008476329,0.00007388227,0.000120076926,0.0014652497],"genre_scores_gemma":[0.9935999,0.000045702334,0.0058296015,0.0000048235274,0.000002195248,0.000009974871,0.000062323445,0.000008772513,0.00043668633],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986124,0.00001376586,0.000009419049,0.000029018054,0.000060705566,0.000025892125],"domain_scores_gemma":[0.999684,0.00011019407,0.000066911474,0.000038226543,0.000075292606,0.00002541953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000227659,0.00034637575,0.00037386443,0.00049729855,0.0002630228,0.000598541,0.0003782443,0.0006560748,0.00096450985],"category_scores_gemma":[0.0005588455,0.00023374459,0.00039465897,0.0003872352,0.0007306973,0.00037632298,0.00026849614,0.00022586921,0.00012971231],"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":[0.00027421635,0.00010611908,0.01788599,0.00018542548,0.000049014125,0.0009977436,0.00058716745,0.7212373,0.23420635,0.0023504635,0.00025807024,0.021862103],"study_design_scores_gemma":[0.000012616131,0.00012572369,0.00781115,0.000014110733,0.000011143256,0.00011019448,0.00019040788,0.9781051,0.012841764,0.00037858394,0.00037486872,0.000024329549],"about_ca_topic_score_codex":0.001788078,"about_ca_topic_score_gemma":0.0014566927,"teacher_disagreement_score":0.001788078,"about_ca_system_score_codex":0.00022761253,"about_ca_system_score_gemma":0.00033739625,"threshold_uncertainty_score":0.0035553575},"labels":[],"label_agreement":null},{"id":"W2339712188","doi":"10.14288/1.0107743","title":"Design of the Eldorado Gold Efemçukuru filtered tailings facility","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Environmental science; Metallurgy; Materials science","score_opus":0.020837115771088835,"score_gpt":0.1436525083734226,"score_spread":0.12281539260233378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2339712188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6762727,0.00024533004,0.23219061,0.00049907767,0.00014862759,0.0015493067,0.0017375421,0.0029262016,0.08443057],"genre_scores_gemma":[0.8840754,0.000112425056,0.07817308,0.00009476768,0.00001485389,0.0006205978,0.0010999802,0.00009456238,0.03571427],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996178,0.000035182362,0.000015642003,0.00006249914,0.00014104572,0.00012782987],"domain_scores_gemma":[0.9998258,0.000007049275,0.000012378129,0.000017465853,0.00007641046,0.000060959195],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029099418,0.00034392832,0.00021292956,0.0005071445,0.0009895836,0.0006741089,0.00080664566,0.00059449323,0.0054988153],"category_scores_gemma":[0.0001512019,0.00019105803,0.00021450638,0.0002850697,0.00030401273,0.0003324559,0.00066806696,0.00026721822,0.0013264196],"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":[0.002498949,0.00094305247,0.05249476,0.000631569,0.000058732887,0.0040392904,0.0012676284,0.09224625,0.31597278,0.021495746,0.031874232,0.47647706],"study_design_scores_gemma":[0.0007330524,0.0071271523,0.12449098,0.00027844796,0.00018359537,0.0036620565,0.005106532,0.18146871,0.19212314,0.0045461296,0.4798663,0.0004139071],"about_ca_topic_score_codex":0.008758944,"about_ca_topic_score_gemma":0.013822412,"teacher_disagreement_score":0.008758944,"about_ca_system_score_codex":0.00089746504,"about_ca_system_score_gemma":0.0021694317,"threshold_uncertainty_score":0.018395424},"labels":[],"label_agreement":null},{"id":"W2350003358","doi":"","title":"MANAGEMENT SYSTEM OF CANADA'S NON-RADIOACTIVE TAILINGS:A CASE STUDY OF ONTARIO","year":2014,"lang":"en","type":"article","venue":"Resources and Industries","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; China; Business; Decentralization; Environmental planning; Management system; Operations management; Political science; Engineering; Law; Environmental science","score_opus":0.009178342734213883,"score_gpt":0.16831002151904031,"score_spread":0.15913167878482642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2350003358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9644394,0.00027882578,0.0012723072,0.001021484,0.000012575605,0.00016142431,0.00028656033,0.00003213594,0.032495268],"genre_scores_gemma":[0.9781332,0.00045059406,0.0016058363,0.00011847075,0.0000042091187,0.00003458942,0.00016898173,0.0000143928855,0.019469788],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.99846196,0.00021279097,0.00004455911,0.000119134274,0.0005754388,0.000586116],"domain_scores_gemma":[0.99859244,0.00023267971,0.00017659322,0.00008684877,0.00062646315,0.00028490822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007296243,0.00029734266,0.00020311473,0.0010689787,0.010437475,0.0017771136,0.0011886763,0.0010313351,0.0024250976],"category_scores_gemma":[0.0015210869,0.00021501623,0.0003316047,0.0028400887,0.0022831769,0.000662585,0.0011446156,0.0006063013,0.00017691679],"study_design_candidate":"qualitative","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":[0.00044055987,0.0009290615,0.43041536,0.00072556915,0.00013145134,0.05099161,0.26527,0.013905786,0.017432597,0.049040712,0.027929032,0.1427882],"study_design_scores_gemma":[0.00005198042,0.0003130196,0.34362963,0.00021624641,0.00012703078,0.0029884595,0.39855236,0.009187337,0.005421699,0.0015093288,0.23783168,0.00017124967],"about_ca_topic_score_codex":0.99062073,"about_ca_topic_score_gemma":0.9967541,"teacher_disagreement_score":0.059005182,"about_ca_system_score_codex":0.059005182,"about_ca_system_score_gemma":0.051456235,"threshold_uncertainty_score":0.4281146},"labels":[],"label_agreement":null},{"id":"W2370230734","doi":"","title":"Investigation on uniaxial compressive strength of flocculated slurry backfill materials for minefill applications","year":2010,"lang":"en","type":"article","venue":"Rock and Soil Mechanics","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":"Laurentian University","funders":"","keywords":"Tailings; Slurry; Geotechnical engineering; Compressive strength; Arithmetic underflow; Cement; Waste management; Gypsum; Flocculation; Drainage; Environmental science; Engineering; Materials science; Metallurgy; Environmental engineering; Composite material","score_opus":0.015426776305003918,"score_gpt":0.1972518384561807,"score_spread":0.18182506215117678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2370230734","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9918305,0.0030823937,0.0011728308,0.00009303257,0.000051297615,0.000033073007,0.0005834199,0.00003455849,0.003118804],"genre_scores_gemma":[0.9960651,0.0008701634,0.0010062144,0.000047801102,0.000013712052,0.000021967933,0.00032227044,0.000013991662,0.001638811],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994824,0.000047768306,0.000040849867,0.00006470847,0.0002966617,0.00006758618],"domain_scores_gemma":[0.9991105,0.00013463308,0.00021319109,0.000034710243,0.00044256594,0.00006439026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005183277,0.00037369464,0.00028961417,0.0010976023,0.00032315447,0.0003077554,0.0003226099,0.00039345553,0.0019364855],"category_scores_gemma":[0.0008205535,0.00018715837,0.000383955,0.0009060411,0.00027156287,0.00057185884,0.00017359892,0.00047061013,0.00030898192],"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":[0.00031607004,0.00009183263,0.006587359,0.00051843026,0.000029555986,0.00027473163,0.00016977279,0.001399097,0.97212505,0.00023380811,0.00050247577,0.017751936],"study_design_scores_gemma":[0.000010809883,0.0012786147,0.048834655,0.000072311006,0.000073898,0.0002944893,0.0006107453,0.0036021536,0.93870944,0.00011765285,0.0063552544,0.000039927527],"about_ca_topic_score_codex":0.0020946686,"about_ca_topic_score_gemma":0.00617768,"teacher_disagreement_score":0.0020946686,"about_ca_system_score_codex":0.0003258357,"about_ca_system_score_gemma":0.00029869852,"threshold_uncertainty_score":0.00647825},"labels":[],"label_agreement":null},{"id":"W238194465","doi":"","title":"Project BRACER: Technical Report of the Remediation of the Biological Waste Pits Located Behind Building H-55, CFB Kingston, Ontario","year":2003,"lang":"en","type":"article","venue":"","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":"Environmental remediation; Waste management; Work (physics); Radioactive waste; Software deployment; Environmental science; Engineering; Environmental planning","score_opus":0.022910774698466682,"score_gpt":0.21591513827479675,"score_spread":0.19300436357633005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W238194465","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66109544,0.0022284165,0.030831382,0.0041157845,0.00034939373,0.008366366,0.05031472,0.0019730516,0.2407254],"genre_scores_gemma":[0.474544,0.002915086,0.02818209,0.0006201432,0.000059414066,0.0011610438,0.047983903,0.0006941569,0.44384018],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99641114,0.0001255104,0.00009646427,0.00019192406,0.0027909465,0.00038407758],"domain_scores_gemma":[0.9975216,0.00011589662,0.0001349133,0.00015604356,0.0018681289,0.00020331627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002733377,0.000699028,0.0003255165,0.0013625616,0.002682599,0.0013294372,0.0011056046,0.0007164089,0.010565064],"category_scores_gemma":[0.0019520993,0.00034239216,0.0002632958,0.0013883283,0.0008556736,0.00046946338,0.0010229163,0.00057860656,0.003295289],"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":[0.0012270217,0.0009997616,0.07394944,0.0027272585,0.000121334706,0.0035657885,0.010113074,0.009845668,0.14454344,0.0018846253,0.21572864,0.53529394],"study_design_scores_gemma":[0.00021581902,0.002164771,0.2561705,0.00021252879,0.00011061363,0.001033223,0.0076810378,0.0020820256,0.08347481,0.0003953678,0.6463381,0.000121198085],"about_ca_topic_score_codex":0.68240315,"about_ca_topic_score_gemma":0.8491019,"teacher_disagreement_score":0.31759685,"about_ca_system_score_codex":0.008946871,"about_ca_system_score_gemma":0.038874123,"threshold_uncertainty_score":0.6389345},"labels":[],"label_agreement":null},{"id":"W2470773859","doi":"10.1007/s41062-016-0019-6","title":"Effect of cementitious amendment on the hydrogeological behavior of a surface paste tailings’ disposal","year":2016,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"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; Cementitious; Environmental science; Moisture; Portland cement; Beneficiation; Hydrogeology; Volume (thermodynamics); Geotechnical engineering; Geology; Waste management; Mining engineering; Cement; Materials science; Metallurgy; Composite material; Engineering","score_opus":0.010821273442823931,"score_gpt":0.222474643294676,"score_spread":0.21165336985185207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2470773859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99938035,0.00011193199,0.0001650483,0.000006126027,0.000005763053,0.000010335271,0.0000891623,0.000010821298,0.00022043733],"genre_scores_gemma":[0.9988624,0.00010108582,0.000476841,0.000009363538,0.0000021559524,0.000008477374,0.00007516711,0.0000043658974,0.00046023354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980396,0.000028630955,0.000022258464,0.00004472401,0.00006847464,0.00003182906],"domain_scores_gemma":[0.99972016,0.00006573051,0.00006144968,0.000025651192,0.00007831058,0.00004859095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020891617,0.00028610218,0.0003251809,0.00028779532,0.00016564014,0.00035895692,0.00019215015,0.0002744853,0.001068431],"category_scores_gemma":[0.00046281592,0.00014759367,0.0002907579,0.00021050799,0.0001972153,0.00019010548,0.00023088614,0.00034234827,0.00016869232],"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":[0.00025102976,0.00006346995,0.001571687,0.00006779707,0.0000106577145,0.000063881,0.000030482797,0.00037771475,0.9953245,0.000010317779,0.000019892346,0.0022084962],"study_design_scores_gemma":[0.000013893359,0.002250823,0.020335764,0.000014591977,0.000040548308,0.00006503275,0.000118833545,0.001814,0.9743989,0.00002091983,0.0009109142,0.000015750718],"about_ca_topic_score_codex":0.0019864806,"about_ca_topic_score_gemma":0.0030884468,"teacher_disagreement_score":0.0019864806,"about_ca_system_score_codex":0.00019294769,"about_ca_system_score_gemma":0.00019246664,"threshold_uncertainty_score":0.0039498806},"labels":[],"label_agreement":null},{"id":"W2509993179","doi":"10.1061/(asce)gm.1943-5622.0000743","title":"Multiphysics Model for Consolidation Behavior of Cemented Paste Backfill","year":2016,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Consolidation (business); Multiphysics; Geotechnical engineering; Rock mass classification; Conservation of mass; Engineering; Finite element method; Mechanics; Structural engineering; Physics","score_opus":0.023907925229633115,"score_gpt":0.24324203337546277,"score_spread":0.21933410814582965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2509993179","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28552717,0.001013009,0.6837574,0.0006734616,0.00016017571,0.00029161613,0.00067778415,0.00064971525,0.027249686],"genre_scores_gemma":[0.9784614,0.00048902165,0.013035939,0.000100317135,0.000022167687,0.00032022622,0.00021909876,0.000059088474,0.0072926437],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998203,0.000030002699,0.000011183233,0.000043783002,0.000060663093,0.000034115306],"domain_scores_gemma":[0.9998154,0.000066306966,0.00003348993,0.000014729381,0.00005440558,0.00001577821],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003101554,0.000691701,0.000625747,0.000664669,0.00056556833,0.00086009013,0.0013394355,0.0020577495,0.002201645],"category_scores_gemma":[0.0005838547,0.00051923207,0.001155044,0.0005724421,0.0007834657,0.0009720521,0.0005708043,0.0008243702,0.00034770463],"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":[0.000015385975,0.000036803136,0.0005833785,0.00002477256,0.000009908197,0.00007169416,0.00004897101,0.9918812,0.0034320247,0.0021022374,0.00010406627,0.0016894983],"study_design_scores_gemma":[0.0000030577853,0.0000048075626,0.00012297594,0.0000018295055,0.0000019694069,0.0000052713353,0.0000051258107,0.9992632,0.00022401083,0.0002519049,0.00011298508,0.0000027689146],"about_ca_topic_score_codex":0.018879684,"about_ca_topic_score_gemma":0.0073604025,"teacher_disagreement_score":0.018879684,"about_ca_system_score_codex":0.00092699897,"about_ca_system_score_gemma":0.0012901617,"threshold_uncertainty_score":0.0375396},"labels":[],"label_agreement":null},{"id":"W2514111203","doi":"10.1061/9780784480137.033","title":"Pore Water Pressure Variations in Cemented Paste Backfilled Stopes","year":2016,"lang":"en","type":"article","venue":"Geo-Chicago 2016","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":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Consolidation (business); Pore water pressure; Geotechnical engineering; Tailings; Materials science; Permeability (electromagnetism); Cement; Composite material; Geology; Metallurgy","score_opus":0.007515285630158155,"score_gpt":0.17763581288392336,"score_spread":0.1701205272537652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514111203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983999,0.00012708786,0.0007325216,0.000011942052,0.0000047881977,0.0000061097776,0.000220891,0.0000566731,0.00044006342],"genre_scores_gemma":[0.99928683,0.000044593453,0.00031690282,0.0000034518598,0.0000012989661,0.00000386995,0.00008933395,0.000007812319,0.00024605045],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998282,0.000010599684,0.000012969911,0.000038214454,0.00007850726,0.000031440977],"domain_scores_gemma":[0.99964464,0.00013775149,0.00007046691,0.000025059153,0.00008948235,0.000032612803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021146213,0.00020636049,0.00031934027,0.0006249043,0.0002365315,0.0004551371,0.00043039912,0.0005287175,0.0013750219],"category_scores_gemma":[0.00048792383,0.0001888493,0.00022985229,0.00046842897,0.0005046391,0.00071485864,0.00024646844,0.00042985624,0.00021965787],"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":[0.00095405057,0.00034318413,0.027953861,0.00018419845,0.000038681006,0.0012615663,0.00057081506,0.023406068,0.927267,0.0005089813,0.00048568813,0.017025951],"study_design_scores_gemma":[0.00003771252,0.0008595979,0.16560641,0.000028243541,0.000046671943,0.00043378395,0.001252185,0.17271577,0.65640354,0.00039387998,0.0021224436,0.000099869314],"about_ca_topic_score_codex":0.002420862,"about_ca_topic_score_gemma":0.002282005,"teacher_disagreement_score":0.002420862,"about_ca_system_score_codex":0.00024073213,"about_ca_system_score_gemma":0.0001516093,"threshold_uncertainty_score":0.0048134923},"labels":[],"label_agreement":null},{"id":"W2515014464","doi":"10.1007/s41062-016-0039-2","title":"Gravity-driven 1-D consolidation of cemented paste backfill in 3-m-high columns","year":2016,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Tailings Management and Properties","field":"Engineering","cited_by":20,"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; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Consolidation (business); Drainage; Geotechnical engineering; Materials science; Geology; Polycarbonate; Composite material","score_opus":0.01201318963445209,"score_gpt":0.21452542282178277,"score_spread":0.2025122331873307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515014464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873334,0.000023930217,0.0007946839,0.000005727324,0.0000024008748,0.000007069685,0.00013227557,0.000055364286,0.00024529302],"genre_scores_gemma":[0.9991872,0.000017323668,0.0006140453,0.0000026018818,4.972171e-7,0.000004362309,0.00004958704,0.0000045959,0.00011990015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999292,0.0000055969176,0.0000035388541,0.000017815828,0.00002234563,0.000021559088],"domain_scores_gemma":[0.9999131,0.00002824335,0.000018457235,0.000011490058,0.000011098134,0.000017638977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115986455,0.00021919215,0.00027494418,0.00015855787,0.00015602208,0.00024596232,0.00030438424,0.00030533786,0.0012191312],"category_scores_gemma":[0.00015295797,0.00013531522,0.00022766377,0.00018974293,0.00034530705,0.00014787103,0.00017998886,0.00020739489,0.00011591293],"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":[0.0005621509,0.00018353549,0.008105545,0.00011906229,0.000018804645,0.00031892332,0.00013066562,0.059428,0.9242865,0.000161201,0.00013912069,0.0065464345],"study_design_scores_gemma":[0.00008587595,0.0014489556,0.06723906,0.000015738386,0.000025285362,0.00015256516,0.00028281033,0.23232046,0.6972558,0.00014475346,0.0009795644,0.00004915303],"about_ca_topic_score_codex":0.0020737485,"about_ca_topic_score_gemma":0.003981858,"teacher_disagreement_score":0.0020737485,"about_ca_system_score_codex":0.00027635042,"about_ca_system_score_gemma":0.00023818058,"threshold_uncertainty_score":0.0041233897},"labels":[],"label_agreement":null},{"id":"W2515258013","doi":"10.1016/j.jece.2016.09.006","title":"Time and damage induced changes in the chemical reactivity of cemented paste backfill","year":2016,"lang":"en","type":"article","venue":"Journal of environmental chemical engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Reactivity (psychology); Thermogravimetry; Tailings; Materials science; Microstructure; Cement; Chemistry; Metallurgy; Inorganic chemistry","score_opus":0.0070363035446487756,"score_gpt":0.15929871591425943,"score_spread":0.15226241236961066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2515258013","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991549,0.0001172937,0.00030616586,0.000008407561,0.0000061838,0.0000022237364,0.00011140053,0.000016635151,0.0002767213],"genre_scores_gemma":[0.99934417,0.00003499016,0.00007502929,0.000005565044,0.0000011286369,0.0000015310776,0.00007884214,0.0000040842247,0.00045465314],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998605,0.0000113742935,0.00000886819,0.00002620536,0.000048562473,0.000044523033],"domain_scores_gemma":[0.9997911,0.00004309518,0.00005472898,0.000027498261,0.000059229773,0.000024447107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015313295,0.00018196138,0.000224801,0.00020848376,0.00016145819,0.0002218202,0.00017519896,0.00038446175,0.0025743186],"category_scores_gemma":[0.00033447848,0.00013357926,0.00023971793,0.00018992138,0.00021227745,0.00031767352,0.00012523727,0.00027483227,0.0003194185],"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":[0.0010690545,0.00005949954,0.0036758862,0.000027078784,0.000018107285,0.00018376434,0.000057347766,0.0010184721,0.9907126,0.000047023328,0.00005964174,0.0030716432],"study_design_scores_gemma":[0.0000066095804,0.0005752411,0.025930269,0.000002620986,0.000015793486,0.000116441945,0.00009253596,0.002576282,0.9702572,0.00004632107,0.00036924868,0.000011435339],"about_ca_topic_score_codex":0.00091349933,"about_ca_topic_score_gemma":0.00097220205,"teacher_disagreement_score":0.0025743186,"about_ca_system_score_codex":0.0001722674,"about_ca_system_score_gemma":0.00012988114,"threshold_uncertainty_score":0.008611977},"labels":[],"label_agreement":null},{"id":"W2516267386","doi":"10.1139/cgj-2016-0165","title":"Numerical investigation of earth pressure coefficient along central line of backfilled stopes","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Degree Rankine; Lateral earth pressure; Geotechnical engineering; Overburden pressure; Geology; Stress (linguistics); Pressure coefficient; Horizontal and vertical; Mechanics; Thermodynamics; Geodesy; Physics","score_opus":0.010850289923974488,"score_gpt":0.18283391440017405,"score_spread":0.17198362447619955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2516267386","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98830545,0.00015580241,0.006400396,0.00013667648,0.00002219296,0.000024018314,0.00023502768,0.00012841611,0.0045921034],"genre_scores_gemma":[0.99705887,0.000054889584,0.0022357372,0.000010588,0.000002460344,0.000014331098,0.00006790122,0.000009660723,0.0005455954],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998211,0.000034780143,0.00001449747,0.00003094555,0.000045231485,0.000053422784],"domain_scores_gemma":[0.99871266,0.000766685,0.00019265748,0.000060735838,0.00018159489,0.00008579204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046382757,0.0004264216,0.0006822476,0.0008457216,0.00062567665,0.0008746273,0.0007951163,0.0015766562,0.0017543965],"category_scores_gemma":[0.0018146547,0.0002904606,0.00052157516,0.00095597556,0.0010098803,0.0004947428,0.0005187975,0.00064192,0.00011779401],"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":[0.00016279129,0.000108677086,0.010574556,0.00009305986,0.000025843563,0.0006013082,0.00018627038,0.976972,0.00609891,0.0014195193,0.0002893725,0.0034676318],"study_design_scores_gemma":[0.000019629137,0.0000650472,0.0018489342,0.000014211904,0.000009535808,0.000032029435,0.00014844367,0.99599767,0.0014738935,0.00019447696,0.00018351022,0.000012630027],"about_ca_topic_score_codex":0.019784767,"about_ca_topic_score_gemma":0.011726991,"teacher_disagreement_score":0.019784767,"about_ca_system_score_codex":0.0006373024,"about_ca_system_score_gemma":0.00059806684,"threshold_uncertainty_score":0.039339244},"labels":[],"label_agreement":null},{"id":"W2525910090","doi":"10.1080/17480930.2016.1239305","title":"Time-dependent rheological behaviour of cemented backfill mixture","year":2016,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada); University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Ministry of Education of the People's Republic of China","keywords":"Rheology; Shear rate; Shearing (physics); Shear stress; Materials science; Shear (geology); Composite material; Geotechnical engineering; Curing (chemistry); Tailings; Apparent viscosity; Geology; Metallurgy","score_opus":0.010043452786253253,"score_gpt":0.19401321886117048,"score_spread":0.18396976607491722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2525910090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977843,0.0006988182,0.0009542366,0.000023772769,0.000010953671,0.000010205593,0.000155232,0.00004123938,0.00032111857],"genre_scores_gemma":[0.9977335,0.00031968718,0.0010368776,0.000019551955,0.00000652326,0.000013865073,0.00019915056,0.000015656384,0.0006552249],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997242,0.000047492525,0.000028379427,0.000053512034,0.000106444735,0.000039988292],"domain_scores_gemma":[0.99963176,0.00009161752,0.000103627804,0.000027057355,0.00010804802,0.000037797705],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004809088,0.0004362217,0.00036912537,0.00043716267,0.00019688331,0.0003046374,0.00016987759,0.00026580977,0.0010218595],"category_scores_gemma":[0.00088770257,0.00017553574,0.00028723202,0.00043848864,0.00027917046,0.0005119077,0.00015159744,0.0005756453,0.00020624758],"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":[0.00047912827,0.000035333265,0.0024709504,0.00007247026,0.00001778119,0.00012495517,0.00020949917,0.00045762313,0.9919607,0.00004596901,0.00004411628,0.0040813694],"study_design_scores_gemma":[0.000009380864,0.00072311773,0.025951628,0.000016906679,0.000037468282,0.0001292273,0.00018592729,0.00342627,0.968421,0.000031705527,0.0010338273,0.000033471297],"about_ca_topic_score_codex":0.0011938051,"about_ca_topic_score_gemma":0.001347282,"teacher_disagreement_score":0.0011938051,"about_ca_system_score_codex":0.00024817683,"about_ca_system_score_gemma":0.0002005935,"threshold_uncertainty_score":0.0034184456},"labels":[],"label_agreement":null},{"id":"W2528995847","doi":"10.1139/cjce-2016-0308","title":"Addition of <i>Tubifex</i> accelerates dewatering of oil sands tailings","year":2016,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","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":true,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Dewatering; Tubifex tubifex; Tubifex; Oil sands; Environmental science; Pulp and paper industry; Waste management; Geology; Chemistry; Geotechnical engineering; Environmental chemistry; Materials science; Ecology; Metallurgy; Biology; Asphalt; Engineering; Composite material","score_opus":0.007801527895143384,"score_gpt":0.15579103385529683,"score_spread":0.14798950596015345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2528995847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981351,0.00023093807,0.0007669635,0.000019632596,0.0000099038,0.000024976609,0.00005475434,0.00003671849,0.00072104303],"genre_scores_gemma":[0.99297756,0.0006249117,0.0032298078,0.000025590301,0.000005537643,0.000017643397,0.00012444776,0.000015624802,0.0029787787],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988484,0.0000094034385,0.000011014828,0.000024783058,0.00003732218,0.000032688655],"domain_scores_gemma":[0.9998692,0.000016864005,0.000055936074,0.00000754772,0.000023982831,0.000026531943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001083025,0.0003015901,0.00018476852,0.00017985643,0.00013927266,0.00020904068,0.0002132392,0.0001808547,0.0012223527],"category_scores_gemma":[0.00018384733,0.000114307964,0.00025484114,0.00016353143,0.00015405563,0.00024985636,0.00022218151,0.00036655093,0.00014444321],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016972507,0.00004231755,0.0006411148,0.000063950574,0.000007960611,0.00004683809,0.000029246976,0.00020619376,0.9939247,0.000018462379,0.000033559427,0.004815995],"study_design_scores_gemma":[0.0000043961627,0.000535784,0.003764635,0.000008396007,0.000013768446,0.000028359369,0.000026100823,0.0003339577,0.9943222,0.0000040557634,0.00095504033,0.000003342881],"about_ca_topic_score_codex":0.006263518,"about_ca_topic_score_gemma":0.013502868,"teacher_disagreement_score":0.9937365,"about_ca_system_score_codex":0.00027303514,"about_ca_system_score_gemma":0.0003607501,"threshold_uncertainty_score":0.012454152},"labels":[],"label_agreement":null},{"id":"W2535684117","doi":"10.1016/j.cherd.2016.10.029","title":"Dewatering kinetics and viscoelastic properties of kaolin as tailings model under compressive pressures","year":2016,"lang":"en","type":"article","venue":"Process Safety and Environmental Protection","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"Government of Canada","keywords":"Tailings; Dewatering; Viscoelasticity; Kinetics; Compressive strength; Materials science; Geotechnical engineering; Composite material; Geology; Metallurgy","score_opus":0.01100233677361844,"score_gpt":0.170553060705236,"score_spread":0.15955072393161754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2535684117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942462,0.00012864903,0.0039493763,0.000031170293,0.000009145278,0.000011587847,0.00008750867,0.000020254309,0.0015162039],"genre_scores_gemma":[0.997436,0.00012568767,0.00048292082,0.000006058157,0.0000016628932,0.000007229805,0.00007584561,0.000004026,0.0018605974],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999511,0.0000040424234,0.0000029363632,0.000016295488,0.000012119795,0.000013385232],"domain_scores_gemma":[0.99990344,0.000028004533,0.000024702746,0.000009344558,0.000024947212,0.000009590382],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010052699,0.00025566982,0.00015123996,0.0002418719,0.00017608608,0.0002889517,0.00033785266,0.00035149456,0.0012040169],"category_scores_gemma":[0.00024453687,0.00010121097,0.0002581799,0.00019300843,0.0002953308,0.00055481266,0.00016025569,0.00022943494,0.00016530375],"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":[0.00040130987,0.00019319665,0.0047976435,0.00019215571,0.000030485382,0.00034186908,0.00022568092,0.18372396,0.7965041,0.0036217312,0.00028093613,0.009686997],"study_design_scores_gemma":[0.000017849987,0.0004401528,0.0053950455,0.00001583528,0.000041174502,0.000089044624,0.00018282517,0.63240576,0.3586783,0.0011228842,0.0015685176,0.000042643274],"about_ca_topic_score_codex":0.0030746448,"about_ca_topic_score_gemma":0.0017291295,"teacher_disagreement_score":0.0030746448,"about_ca_system_score_codex":0.00018724547,"about_ca_system_score_gemma":0.00019838687,"threshold_uncertainty_score":0.0061134696},"labels":[],"label_agreement":null},{"id":"W2553072835","doi":"10.1002/cjce.22749","title":"Flow characteristics and wear prediction of Herschel‐Bulkley non‐Newtonian paste backfill in pipe elbows","year":2016,"lang":"en","type":"article","venue":"The Canadian Journal of Chemical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Herschel–Bulkley fluid; Geotechnical engineering; Slurry; Rheology; Flow (mathematics); Materials science; Pressure drop; Thixotropy; Slump; Petroleum engineering; Engineering; Composite material; Cement; Mechanics","score_opus":0.005910648060420928,"score_gpt":0.14683328294861206,"score_spread":0.14092263488819112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2553072835","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932808,0.00012148592,0.006023966,0.000020267165,0.000005367213,0.000013446848,0.000068391186,0.0001090949,0.00035720627],"genre_scores_gemma":[0.9988022,0.000044228083,0.0008111696,0.0000020484276,9.701025e-7,0.000004665662,0.0000498743,0.0000047814187,0.00028005897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998179,0.000019872781,0.000015532136,0.000040882678,0.00007811229,0.000027760281],"domain_scores_gemma":[0.99942064,0.00026200138,0.000106613836,0.000039948478,0.00014112715,0.000029608387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058812596,0.00034271402,0.0005345074,0.0006470319,0.0002830747,0.00053832156,0.00042936113,0.0006846436,0.000551977],"category_scores_gemma":[0.0010955705,0.00019538126,0.00057196274,0.00029198016,0.00044725742,0.00056422007,0.00023043177,0.00029977548,0.00014698763],"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":[0.0011456083,0.00046652506,0.05255552,0.00033216283,0.00003148439,0.00081615127,0.00062954164,0.41865298,0.4768955,0.00065921806,0.00047268716,0.047342617],"study_design_scores_gemma":[0.000025017629,0.0006728073,0.021039551,0.000015427002,0.000018213666,0.000099412944,0.00014786968,0.8517234,0.12568374,0.00015150035,0.00038199226,0.000041069445],"about_ca_topic_score_codex":0.00660926,"about_ca_topic_score_gemma":0.0033592177,"teacher_disagreement_score":0.00660926,"about_ca_system_score_codex":0.000498115,"about_ca_system_score_gemma":0.0003621667,"threshold_uncertainty_score":0.0131415725},"labels":[],"label_agreement":null},{"id":"W2554566121","doi":"","title":"Modeling and Simulation of the Consolidation Behaviour of Cemented Paste Backfill","year":2015,"lang":"en","type":"article","venue":"","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":"University of Ottawa","funders":"","keywords":"Multiphysics; Consolidation (business); Geomechanics; Geotechnical engineering; Rock mass classification; Engineering; Permeability (electromagnetism); Finite element method; Structural engineering","score_opus":0.03878576964800937,"score_gpt":0.22848026740446392,"score_spread":0.18969449775645456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2554566121","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85655385,0.00044417186,0.12538242,0.00028819748,0.00007047135,0.00014751306,0.0005329051,0.00054458564,0.016035974],"genre_scores_gemma":[0.98987156,0.0001518316,0.0075684222,0.000023549766,0.0000058698824,0.0000948112,0.0001445348,0.000028133953,0.0021113006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998611,0.00002633809,0.000009214379,0.000024195711,0.000041398263,0.000037765512],"domain_scores_gemma":[0.99979264,0.00009383845,0.00003250618,0.000016696835,0.00003998283,0.000024408611],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023990794,0.00057014934,0.00065393146,0.0004515682,0.0004450194,0.0007837793,0.00083743304,0.0015715348,0.0014557545],"category_scores_gemma":[0.00050907524,0.00039675614,0.0008577854,0.00046835418,0.0006382041,0.0005613867,0.00047907868,0.0004876249,0.00017064792],"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":[0.00002196556,0.000035722845,0.00082406716,0.000017813478,0.0000072983134,0.000055517,0.00002167223,0.99492633,0.0024790966,0.00044130068,0.000049732716,0.0011194632],"study_design_scores_gemma":[0.00000383497,0.000009601595,0.0001657785,0.000001331105,0.0000020151251,0.0000036541926,0.00000617564,0.99928683,0.0003742775,0.000076632794,0.000067807865,0.0000019889908],"about_ca_topic_score_codex":0.018410612,"about_ca_topic_score_gemma":0.008397402,"teacher_disagreement_score":0.018410612,"about_ca_system_score_codex":0.0006241246,"about_ca_system_score_gemma":0.001093497,"threshold_uncertainty_score":0.036606908},"labels":[],"label_agreement":null},{"id":"W2554886832","doi":"10.1007/s13762-016-1162-5","title":"Impact of drying on geo-environmental properties of mature fine tailings pre-dewatered with super absorbent polymer","year":2016,"lang":"en","type":"article","venue":"International Journal of Environmental Science and Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"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":"Tailings; Dewatering; Slurry; Hydraulic conductivity; Environmentally friendly; Waste management; Oil sands; Flocculation; Environmental science; Polymer; Materials science; Environmental engineering; Geotechnical engineering; Geology; Metallurgy; Composite material; Asphalt; Soil science; Soil water","score_opus":0.00466537041677927,"score_gpt":0.18594818129352916,"score_spread":0.18128281087674988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2554886832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99952567,0.00008491037,0.00014064765,0.0000040819527,0.0000054853085,0.0000025584457,0.000045108805,0.000004102351,0.00018738494],"genre_scores_gemma":[0.998887,0.00009513318,0.00017252007,0.000011514732,0.0000022553986,0.0000025518634,0.00007854317,0.0000047777858,0.0007458033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999101,0.000006494941,0.0000074405802,0.000021690455,0.000027937818,0.000026379677],"domain_scores_gemma":[0.99982977,0.00004969882,0.000034797362,0.000011871136,0.0000520436,0.0000217849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013835893,0.00018682245,0.00015640458,0.00013154169,0.00016832855,0.00019916927,0.00010859018,0.00020812446,0.001506594],"category_scores_gemma":[0.00027078672,0.00009869493,0.00026469145,0.00015366347,0.00014289083,0.0002557566,0.00011602474,0.00035442016,0.00016152393],"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":[0.00065208314,0.000056069242,0.0024271908,0.0000493841,0.000012693995,0.000090882386,0.00006432547,0.0004862867,0.99336183,0.000032124615,0.000028683447,0.002738448],"study_design_scores_gemma":[0.0000075501666,0.0007251603,0.022666182,0.00000584054,0.00003102741,0.00004295398,0.00011285223,0.0010085267,0.974898,0.000018616864,0.0004732282,0.000010160789],"about_ca_topic_score_codex":0.0017923282,"about_ca_topic_score_gemma":0.0037595425,"teacher_disagreement_score":0.0017923282,"about_ca_system_score_codex":0.00015229319,"about_ca_system_score_gemma":0.00013305995,"threshold_uncertainty_score":0.0050400496},"labels":[],"label_agreement":null},{"id":"W2556738307","doi":"10.4028/www.scientific.net/amm.858.219","title":"Shear Strength of a Cemented Paste Backfill Submitted to High Confining Pressure","year":2016,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"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":"University of Toronto","keywords":"Consolidation (business); Curing (chemistry); Materials science; Overburden pressure; Geotechnical engineering; Composite material; Geology","score_opus":0.008106590911516644,"score_gpt":0.17397685399578772,"score_spread":0.16587026308427108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2556738307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880886,0.00034866467,0.00031078054,0.000014195479,0.0000094545685,0.0000044717544,0.00016099728,0.000024600937,0.00031808193],"genre_scores_gemma":[0.99892443,0.00011128278,0.00021394034,0.0000099822655,0.000003938261,0.0000046795176,0.00015653746,0.000010118231,0.00056509103],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949265,0.00004639321,0.00004214492,0.00009161071,0.00025388759,0.000073225754],"domain_scores_gemma":[0.99910307,0.00022736992,0.00021532783,0.00007653851,0.00025629284,0.00012138823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065560074,0.00062032416,0.0005163205,0.0008155435,0.0002984429,0.00030027493,0.0002808462,0.00064749265,0.002536906],"category_scores_gemma":[0.00078400446,0.00034626367,0.00045669472,0.0006751132,0.00053271983,0.0003799222,0.00021522935,0.00050711737,0.0003970397],"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":[0.000633118,0.00004677961,0.0026645428,0.00007486069,0.000029128065,0.00022905579,0.00015903724,0.000675946,0.992539,0.00005669869,0.000056225545,0.0028356216],"study_design_scores_gemma":[0.000015998627,0.001593061,0.044800486,0.000018300338,0.00007260537,0.00020599997,0.00024929087,0.0025303257,0.94962966,0.00003596352,0.0008229813,0.000025375319],"about_ca_topic_score_codex":0.0014214071,"about_ca_topic_score_gemma":0.002215852,"teacher_disagreement_score":0.002536906,"about_ca_system_score_codex":0.00023243604,"about_ca_system_score_gemma":0.00029055393,"threshold_uncertainty_score":0.008486748},"labels":[],"label_agreement":null},{"id":"W2557638276","doi":"10.1007/s10706-016-0131-6","title":"Laboratory Characterization of Cemented Tailings Paste Containing Crushed Waste Rocks for Improved Compressive Strength Development","year":2016,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"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":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Compressive strength; Crushed stone; Aggregate (composite); Materials science; Geotechnical engineering; Metallurgy; Waste management; Geology; Composite material; Engineering","score_opus":0.008255914305438969,"score_gpt":0.1763924661526807,"score_spread":0.16813655184724174,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2557638276","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99673116,0.000106591615,0.002531534,0.000017344935,0.000007855516,0.000027727307,0.00014293534,0.000027380083,0.00040744006],"genre_scores_gemma":[0.9960424,0.00010950092,0.002633082,0.000013950254,0.0000040952814,0.000024289104,0.0001804544,0.000012693772,0.0009797591],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978226,0.000025572275,0.000019046522,0.000044407814,0.000102758524,0.000025958489],"domain_scores_gemma":[0.99967754,0.00007183102,0.000072679744,0.000036947768,0.00011140418,0.000029627554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025130057,0.00029668483,0.00024622158,0.0002078821,0.00021230619,0.00027528225,0.0002955243,0.00037842497,0.0011054692],"category_scores_gemma":[0.00037870288,0.00014413887,0.0002903792,0.00019646605,0.00026066042,0.00025220885,0.00016705052,0.00037887294,0.00023541084],"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":[0.000033557862,0.000039044025,0.00017557124,0.000016222632,0.0000021195794,0.00001633637,0.000011121902,0.00009836114,0.9990765,0.000010924577,0.000007970965,0.00051226444],"study_design_scores_gemma":[0.000004591667,0.00023798143,0.0012879315,0.000001652094,0.000007103417,0.000020319892,0.000020601301,0.00046858465,0.9977996,0.000006423477,0.00014248557,0.0000025849988],"about_ca_topic_score_codex":0.0011373997,"about_ca_topic_score_gemma":0.002525003,"teacher_disagreement_score":0.0011373997,"about_ca_system_score_codex":0.00020831445,"about_ca_system_score_gemma":0.0003698771,"threshold_uncertainty_score":0.0036981106},"labels":[],"label_agreement":null},{"id":"W2558277695","doi":"10.1139/cgj-2015-0533","title":"2013 Colloquium of the Canadian Geotechnical Society: Geotechnical and geoenvironmental behaviour of high-density tailings","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance; Shell Canada; Barrick Gold Corporation","keywords":"Tailings; Geotechnical engineering; Dewatering; Geology; Mining engineering; Deposition (geology); Containment (computer programming); Phreatic; Groundwater; Sediment","score_opus":0.00704149901913085,"score_gpt":0.16887910310448817,"score_spread":0.16183760408535733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2558277695","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16149463,0.1007839,0.05112007,0.11187767,0.05952977,0.001776128,0.0164804,0.0015583808,0.4953791],"genre_scores_gemma":[0.4971175,0.0664878,0.017514994,0.005200463,0.0036752922,0.0006829507,0.0077507035,0.0005856173,0.40098473],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9947292,0.00030247172,0.00022584797,0.00043213548,0.0035013545,0.0008089138],"domain_scores_gemma":[0.98520327,0.0004204425,0.0006154584,0.0006932136,0.01175981,0.0013078192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004389439,0.0017831221,0.0011664056,0.004836951,0.007591544,0.0055717924,0.002077649,0.003179635,0.03421476],"category_scores_gemma":[0.0056419326,0.0007183586,0.00077342655,0.0055997595,0.0049530314,0.0019952166,0.0044428655,0.0017494806,0.0061622337],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026542423,0.00018793918,0.068322524,0.0008486333,0.00013349779,0.0006952915,0.0040760604,0.0052091414,0.01514024,0.007259036,0.598876,0.29898626],"study_design_scores_gemma":[0.000012417,0.00008559824,0.074257426,0.00043465607,0.00004591358,0.00029171412,0.0036096128,0.002149622,0.0020430833,0.002234683,0.9146434,0.00019194896],"about_ca_topic_score_codex":0.8401318,"about_ca_topic_score_gemma":0.94374675,"teacher_disagreement_score":0.8401318,"about_ca_system_score_codex":0.020598287,"about_ca_system_score_gemma":0.050494496,"threshold_uncertainty_score":0.32161933},"labels":[],"label_agreement":null},{"id":"W2562750687","doi":"10.3390/min7010004","title":"An Investigation of the Uniaxial Compressive Strength of a Cemented Hydraulic Backfill Made of Alluvial Sand","year":2017,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Vale (Canada); Polytechnique Montréal","funders":"","keywords":"Geotechnical engineering; Compressive strength; Geology; Shear (geology); Diagonal; Materials science; Composite material; Mathematics","score_opus":0.02161512500987468,"score_gpt":0.22702962656976441,"score_spread":0.20541450155988975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2562750687","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99899524,0.000115490366,0.00025094263,0.0000058897135,0.0000016222419,0.000006700641,0.00020055087,0.000011208628,0.0004122834],"genre_scores_gemma":[0.9990551,0.000073439194,0.00036447952,0.000003070683,9.4683463e-7,0.000003700907,0.00013960719,0.000003797969,0.00035590597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969757,0.000019215415,0.000014228409,0.000037601083,0.00018692201,0.000044547927],"domain_scores_gemma":[0.99951077,0.000085366875,0.000114871495,0.000034067525,0.00021199469,0.000042998912],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038283074,0.00032194873,0.00029492562,0.00081448496,0.00039306548,0.00031038022,0.00040627847,0.0003426036,0.00057244534],"category_scores_gemma":[0.0005065695,0.00013325727,0.00022177472,0.00072711305,0.00046511818,0.00025029387,0.00018487408,0.0002680488,0.0001312181],"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":[0.0002517454,0.000071491435,0.039809022,0.00015008253,0.000029180967,0.00038008633,0.00028732684,0.0012552333,0.9481128,0.00005862046,0.00007423632,0.009520272],"study_design_scores_gemma":[0.0000063030666,0.0011004969,0.41509834,0.00002129333,0.000056308,0.0004666548,0.0009213412,0.003175076,0.57696,0.000036101992,0.0021272853,0.000030761687],"about_ca_topic_score_codex":0.03186933,"about_ca_topic_score_gemma":0.0800524,"teacher_disagreement_score":0.03186933,"about_ca_system_score_codex":0.0006752376,"about_ca_system_score_gemma":0.0008251337,"threshold_uncertainty_score":0.063367665},"labels":[],"label_agreement":null},{"id":"W2563953741","doi":"","title":"Are our tailings dams safe? How technology can aid in a superior monitoring programme","year":2014,"lang":"en","type":"article","venue":"Australia's Paydirt","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; Mount; Mining engineering; Tailings dam; Environmental science; Archaeology; Geology; Hydrology (agriculture); Water resource management; Engineering; Geography; Geotechnical engineering; Metallurgy","score_opus":0.03603469798898982,"score_gpt":0.2517881320383117,"score_spread":0.21575343404932187,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2563953741","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00613163,0.008565108,0.04162508,0.830657,0.006086322,0.00019936211,0.00016986091,0.0008335251,0.10573217],"genre_scores_gemma":[0.4463061,0.045759372,0.20560965,0.19116102,0.008062628,0.0007931345,0.0005181338,0.0009804397,0.100809574],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.98656297,0.0062344456,0.00073370687,0.0011548027,0.0037670387,0.0015468907],"domain_scores_gemma":[0.96575356,0.011246954,0.0020225346,0.0031042835,0.012194734,0.0056779506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.031743605,0.0013090713,0.0006544811,0.0026777238,0.0060251094,0.015858484,0.0026068974,0.0101618515,0.0307106],"category_scores_gemma":[0.07138657,0.0007181862,0.00079553126,0.0013984304,0.013089786,0.025173375,0.006601879,0.007871268,0.0155702075],"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":[0.00014114656,0.0006011687,0.020617368,0.00085429533,0.00010303525,0.0009512374,0.00552391,0.0023901202,0.002198386,0.1318553,0.29824764,0.5365164],"study_design_scores_gemma":[0.00008014504,0.0004997432,0.0072306683,0.0023252333,0.000099418845,0.00086801325,0.016178796,0.0016454711,0.0018265,0.18718067,0.78184783,0.0002175823],"about_ca_topic_score_codex":0.013994439,"about_ca_topic_score_gemma":0.015407884,"teacher_disagreement_score":0.031743605,"about_ca_system_score_codex":0.003607003,"about_ca_system_score_gemma":0.016856069,"threshold_uncertainty_score":0.16787821},"labels":[],"label_agreement":null},{"id":"W2568342899","doi":"10.1186/s40068-017-0080-y","title":"Short-term dewatering of treated oil sand fine tailings","year":2017,"lang":"en","type":"article","venue":"ENVIRONMENTAL SYSTEMS RESEARCH","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":"University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada; University of Regina","keywords":"Tailings; Dewatering; Consolidation (business); Oil sands; Waste management; Environmental science; Geotechnical engineering; Petroleum engineering; Mining engineering; Geology; Engineering; Asphalt; Materials science","score_opus":0.04842379308549775,"score_gpt":0.27232034371839553,"score_spread":0.2238965506328978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2568342899","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982332,0.00004071652,0.0009833414,0.00001477008,0.0000070131955,0.000008890673,0.000097043885,0.000010769221,0.0006043058],"genre_scores_gemma":[0.9982368,0.000051983974,0.00032721055,0.0000061285423,0.0000010446843,0.0000061938867,0.00006752564,0.0000035145665,0.0012995413],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999373,0.0000045176535,0.000004107161,0.000015485843,0.000015746444,0.000022891789],"domain_scores_gemma":[0.99991024,0.00003084006,0.000019086565,0.000009365168,0.0000168977,0.000013529356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013582635,0.00022068986,0.0002639757,0.00018131416,0.00019781153,0.00038697483,0.00035289032,0.00062692154,0.0012277944],"category_scores_gemma":[0.00029953007,0.00012187357,0.00041792946,0.00012146345,0.00030778945,0.00046023217,0.00022200152,0.00036911975,0.00012724465],"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":[0.00062025274,0.00047145385,0.01529834,0.00014945184,0.00006549254,0.0003926012,0.00012344407,0.713066,0.25268427,0.00095385045,0.00028140613,0.015893506],"study_design_scores_gemma":[0.000024661616,0.00063145056,0.011275906,0.000009560109,0.000026281263,0.00003675306,0.00012516715,0.87229246,0.11479776,0.00021417958,0.000545769,0.000020051895],"about_ca_topic_score_codex":0.019492928,"about_ca_topic_score_gemma":0.02011624,"teacher_disagreement_score":0.019492928,"about_ca_system_score_codex":0.0007756293,"about_ca_system_score_gemma":0.00040719836,"threshold_uncertainty_score":0.038758934},"labels":[],"label_agreement":null},{"id":"W2578656472","doi":"10.1139/cgj-2015-0314","title":"Unsaturated flow in hydrating porous media with application to cemented mine backfill","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Porous medium; Geotechnical engineering; Suction; Wetting; Capillary action; Flow (mathematics); Shrinkage; Materials science; Water retention; Porosity; Geology; Soil water; Mechanics; Composite material; Soil science; Engineering","score_opus":0.009802757657896146,"score_gpt":0.19526183838254776,"score_spread":0.18545908072465161,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2578656472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.697114,0.0056229243,0.28733248,0.0007390845,0.00011168952,0.00018397358,0.00018894914,0.00046909167,0.008237849],"genre_scores_gemma":[0.98092884,0.002005894,0.014634275,0.000039371127,0.000048584963,0.000047033074,0.00004147821,0.000015019861,0.0022395288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990356,0.000029942052,0.0000046215396,0.00002071991,0.000021784845,0.000019329958],"domain_scores_gemma":[0.9996444,0.00021569799,0.000055711957,0.000013932878,0.000047399506,0.000022783277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041667637,0.00049305975,0.00049210613,0.00075316185,0.00052307645,0.00064948,0.00039800716,0.0007493847,0.00043135922],"category_scores_gemma":[0.0008170063,0.00021179447,0.00040031542,0.0006553543,0.0015123102,0.0005671443,0.0005833791,0.00045099368,0.000054971308],"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":[0.000114275215,0.00020955062,0.0028271684,0.00020454847,0.000019308032,0.00055017555,0.00019682739,0.9010892,0.05391002,0.025168918,0.00022595076,0.015484074],"study_design_scores_gemma":[0.000011097184,0.00005729836,0.00057364383,0.000006105358,0.0000048880565,0.000053731077,0.000039139424,0.9909037,0.00537454,0.0026099824,0.00034938144,0.000016582637],"about_ca_topic_score_codex":0.017736042,"about_ca_topic_score_gemma":0.0052658725,"teacher_disagreement_score":0.017736042,"about_ca_system_score_codex":0.0008789192,"about_ca_system_score_gemma":0.00054742943,"threshold_uncertainty_score":0.035265625},"labels":[],"label_agreement":null},{"id":"W2593973889","doi":"10.1007/978-3-319-39682-8_7","title":"Instrumentation of Underground Backfill and Surface Disposal","year":2017,"lang":"en","type":"book-chapter","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Tailings; Instrumentation (computer programming); Waste management; Engineering; Geotechnical engineering; Environmental science; Materials science; Metallurgy; Computer science","score_opus":0.017988234266229537,"score_gpt":0.20250568472075614,"score_spread":0.1845174504545266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593973889","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028577257,0.01779683,0.61767304,0.0013860825,0.00096165534,0.00028850843,0.0010023693,0.0033222272,0.32899207],"genre_scores_gemma":[0.32200623,0.03304838,0.19515114,0.0011700187,0.00050586753,0.00040205798,0.0019995405,0.0010973895,0.44461942],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.999044,0.000075081254,0.000018458786,0.00011010011,0.00068388635,0.00006852466],"domain_scores_gemma":[0.9996791,0.000114310395,0.000020608224,0.0000728489,0.00009756761,0.00001549598],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005623349,0.0007443048,0.0005997593,0.00070415164,0.00061373913,0.0018222539,0.001132447,0.001166844,0.008179902],"category_scores_gemma":[0.0005762447,0.0004266424,0.0004120621,0.0009349132,0.0012344333,0.0018777371,0.0016968272,0.0012407994,0.004132981],"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":[0.00015943784,0.0001422123,0.0015324012,0.0008974364,0.000017198197,0.0003759012,0.00067146844,0.007773323,0.122292854,0.082964726,0.0183678,0.7648053],"study_design_scores_gemma":[0.000012702918,0.00026616748,0.0044767247,0.000529813,0.000024401386,0.001270035,0.0006169625,0.010364841,0.28263628,0.043879393,0.65584356,0.00007924641],"about_ca_topic_score_codex":0.0007925886,"about_ca_topic_score_gemma":0.0015463406,"teacher_disagreement_score":0.008179902,"about_ca_system_score_codex":0.0009400611,"about_ca_system_score_gemma":0.0014130843,"threshold_uncertainty_score":0.027364492},"labels":[],"label_agreement":null},{"id":"W2594102636","doi":"10.1007/978-3-319-39682-8_4","title":"Properties of Cemented Paste Backfill","year":2017,"lang":"en","type":"book-chapter","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Consolidation (business); Cement; Tailings; Materials science; Curing (chemistry); Geotechnical engineering; Composite material; Engineering; Metallurgy","score_opus":0.03527860628353136,"score_gpt":0.18265019641994246,"score_spread":0.1473715901364111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594102636","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10273394,0.14099433,0.10867645,0.0022679,0.0016470319,0.0001767468,0.001753303,0.0009156955,0.6408346],"genre_scores_gemma":[0.31063846,0.0508276,0.015429958,0.00040537847,0.00035391375,0.000091449205,0.0011850484,0.0004835034,0.6205848],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996886,0.000017967493,0.0000096350705,0.000026062966,0.00023891337,0.000018810963],"domain_scores_gemma":[0.9999193,0.00002815094,0.0000060709003,0.000011662104,0.000030485688,0.000004277009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026564483,0.00071161985,0.00046091096,0.00083036424,0.00027822054,0.0011711707,0.00057182775,0.0005492056,0.007621448],"category_scores_gemma":[0.00040461298,0.00029330543,0.00035911027,0.0009224812,0.00041724357,0.0013494934,0.00054471253,0.00087060465,0.002550727],"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":[0.00017172411,0.00019160278,0.00046424574,0.0017097332,0.00002907777,0.00082828343,0.00046637555,0.021346325,0.19931944,0.09433788,0.028617593,0.65251774],"study_design_scores_gemma":[0.000011633421,0.00026609327,0.002628647,0.00044837876,0.000036234975,0.001371077,0.00032689198,0.011993954,0.20421246,0.07000371,0.70863307,0.000067895955],"about_ca_topic_score_codex":0.00077897956,"about_ca_topic_score_gemma":0.0011544158,"teacher_disagreement_score":0.007621448,"about_ca_system_score_codex":0.00048569834,"about_ca_system_score_gemma":0.0005188954,"threshold_uncertainty_score":0.025496244},"labels":[],"label_agreement":null},{"id":"W2604126889","doi":"10.1007/s40098-017-0234-x","title":"An Analytical Solution of Gibson’s Model for Estimating the Pore Water Pressures in Accreting Deposition of Slurried Material Under One-Dimensional Self-Weight Consolidation. Part I: Pervious Base","year":2017,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Consolidation (business); Tailings; Deposition (geology); Impervious surface; Geotechnical engineering; Pore water pressure; Void ratio; Geology; Environmental science; Materials science; Metallurgy","score_opus":0.029619731597078383,"score_gpt":0.2588503131749894,"score_spread":0.22923058157791104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2604126889","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.041874602,0.0005030003,0.9518568,0.00023244365,0.000068133646,0.000061152816,0.00011933379,0.0002999167,0.004984652],"genre_scores_gemma":[0.8408178,0.00077790924,0.14591774,0.00008920325,0.00004233743,0.00014687773,0.00018788474,0.00017636862,0.011843874],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998692,0.000022934872,0.0000070881347,0.000029136945,0.000050152874,0.000021499443],"domain_scores_gemma":[0.99976045,0.00013396016,0.000015976937,0.000016413227,0.00006409281,0.000009093943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044491948,0.00039629475,0.00050890056,0.00047123278,0.0003818237,0.0006888099,0.0013618007,0.001273611,0.0013255241],"category_scores_gemma":[0.0016084488,0.00042171776,0.0005861304,0.00055186026,0.0005107635,0.00068739837,0.0005691349,0.00069314387,0.00043205716],"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":[0.000028237486,0.000035167366,0.0010355321,0.00008626657,0.000012220485,0.00016009805,0.00015071048,0.952186,0.0077551263,0.0148444,0.0011387616,0.022567447],"study_design_scores_gemma":[0.0000013749692,0.0000051697707,0.00009916612,0.0000025882835,0.0000019794024,0.0000124682465,0.0000106672915,0.9983246,0.00057205575,0.00069291296,0.0002735569,0.0000034857935],"about_ca_topic_score_codex":0.023013515,"about_ca_topic_score_gemma":0.0158809,"teacher_disagreement_score":0.023013515,"about_ca_system_score_codex":0.0007154751,"about_ca_system_score_gemma":0.0012532264,"threshold_uncertainty_score":0.04575908},"labels":[],"label_agreement":null},{"id":"W2605793649","doi":"","title":"Coupled Modeling of the Strength Development and Distribution within Cemented Paste Backfill Structure","year":2015,"lang":"en","type":"article","venue":"49th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Geology","score_opus":0.014630855702796331,"score_gpt":0.18482074897232634,"score_spread":0.17018989326953002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605793649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8456013,0.00024257455,0.13029769,0.00037145294,0.000055000077,0.000060341164,0.00052874524,0.0005333849,0.022309432],"genre_scores_gemma":[0.9941883,0.000046517136,0.002568988,0.00001888813,0.0000047543685,0.000022683726,0.00009069753,0.000047258913,0.0030120162],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998203,0.0000303946,0.000009361995,0.00004087467,0.000047485133,0.000051561045],"domain_scores_gemma":[0.9997056,0.00010393973,0.000047099416,0.00003159826,0.00007065997,0.00004110592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029320954,0.0005013635,0.0005984061,0.00044792666,0.000485336,0.0011630617,0.0013687055,0.0014820421,0.0021594348],"category_scores_gemma":[0.0009520157,0.00062418915,0.0007239215,0.00042530688,0.0009138685,0.001019375,0.0008942462,0.00069398235,0.00029156596],"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":[0.000021286227,0.000017866687,0.00072330143,0.0000068549116,0.000008616708,0.000035969202,0.00001940158,0.9960603,0.0013970942,0.0007790163,0.000057437355,0.00087284297],"study_design_scores_gemma":[0.0000043147948,0.000007191089,0.0002359866,7.1511937e-7,0.000002897905,0.0000037200823,0.0000056765775,0.99923325,0.00025989267,0.00018061689,0.00006346813,0.00000227157],"about_ca_topic_score_codex":0.030357797,"about_ca_topic_score_gemma":0.015705941,"teacher_disagreement_score":0.030357797,"about_ca_system_score_codex":0.0013069541,"about_ca_system_score_gemma":0.0014784541,"threshold_uncertainty_score":0.06036222},"labels":[],"label_agreement":null},{"id":"W2605995805","doi":"10.36487/acg_rep/1404_28_grabinsky","title":"Interpretation of as-placed cemented paste backfill properties from three mines","year":2014,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"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 Toronto; Simon Fraser University","funders":"Ciência sem Fronteiras; Governo Brasil; Barrick Gold Corporation","keywords":"Interpretation (philosophy); Geotechnical engineering; Geology; Mining engineering; Computer science","score_opus":0.01155264576340666,"score_gpt":0.17869688173176695,"score_spread":0.16714423596836028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2605995805","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976326,0.00008705116,0.0012579034,0.000014854992,0.0000034312638,0.000017102411,0.00032482558,0.000043616514,0.00061861024],"genre_scores_gemma":[0.99710613,0.00008497555,0.0020878622,0.00001626511,0.0000037855166,0.000016583552,0.0002886529,0.000023058394,0.00037266093],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999688,0.000022484344,0.000023356975,0.00006542022,0.00016636433,0.000034403525],"domain_scores_gemma":[0.99951315,0.00010932786,0.000096397256,0.00004652127,0.0002000007,0.000034496647],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003978395,0.00036840362,0.0005134323,0.0016579191,0.00056280644,0.00056128955,0.00056927756,0.00076393667,0.00076099904],"category_scores_gemma":[0.00057499716,0.00030993696,0.00036655285,0.0012352284,0.000627157,0.000373532,0.00032509846,0.0003484348,0.0003338426],"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":[0.0007140055,0.00015808034,0.24936928,0.00030695132,0.00006893471,0.0021035208,0.0029416517,0.0013887741,0.7153101,0.00014155603,0.00033275917,0.027164495],"study_design_scores_gemma":[0.00002781332,0.0005509225,0.80909556,0.00003933098,0.00008232558,0.0027157005,0.0036718748,0.0049084416,0.1750318,0.0002700598,0.0035611915,0.000044985984],"about_ca_topic_score_codex":0.0037755244,"about_ca_topic_score_gemma":0.01033197,"teacher_disagreement_score":0.0037755244,"about_ca_system_score_codex":0.0003678954,"about_ca_system_score_gemma":0.00020601487,"threshold_uncertainty_score":0.0075071454},"labels":[],"label_agreement":null},{"id":"W2606225879","doi":"","title":"In-situ Monitoring of Cemented Paste Backfill","year":2011,"lang":"en","type":"article","venue":"45th U.S. Rock Mechanics / Geomechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"In situ; Geotechnical engineering; Environmental science; Geology; Chemistry","score_opus":0.019122482871711113,"score_gpt":0.19809242004740957,"score_spread":0.17896993717569845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606225879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939175,0.00018983839,0.0035836638,0.0000646107,0.000017134065,0.000011404955,0.00050641916,0.00014130563,0.0015681128],"genre_scores_gemma":[0.99786645,0.00009325908,0.0011749724,0.000019003082,0.0000053422345,0.000007369303,0.00015674642,0.000008973595,0.00066788227],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99981934,0.000016027692,0.000006640807,0.000047310787,0.00007807241,0.000032550262],"domain_scores_gemma":[0.99989736,0.000024477165,0.000018839613,0.0000064447327,0.000043332868,0.000009513913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017336238,0.00022809916,0.00030548725,0.00030857127,0.00019541329,0.00032784676,0.00033275303,0.00053361425,0.0007127832],"category_scores_gemma":[0.00019189733,0.00011906138,0.00013740665,0.0002381915,0.00015421449,0.00034263232,0.0001885747,0.00027066979,0.00019286768],"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":[0.00040163336,0.00008008588,0.01000054,0.00007012768,0.000018779894,0.00011403903,0.00011869418,0.0007986028,0.9799555,0.000064354004,0.00027126004,0.008106327],"study_design_scores_gemma":[0.000034260967,0.000526394,0.045283422,0.00001422788,0.00004984808,0.00018763033,0.00022726321,0.014360253,0.9365165,0.00013077115,0.002650917,0.000018456512],"about_ca_topic_score_codex":0.0015034856,"about_ca_topic_score_gemma":0.0033204076,"teacher_disagreement_score":0.0015034856,"about_ca_system_score_codex":0.00025479816,"about_ca_system_score_gemma":0.00018160051,"threshold_uncertainty_score":0.0029894114},"labels":[],"label_agreement":null},{"id":"W2606461132","doi":"10.1016/j.jrmge.2017.03.005","title":"A multiphysics-viscoplastic cap model for simulating blast response of cemented tailings backfill","year":2017,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Viscoplasticity; Tailings; Geotechnical engineering; Materials science; Modulus; Geology; Constitutive equation; Engineering; Finite element method; Structural engineering; Composite material; Metallurgy","score_opus":0.015608869823014302,"score_gpt":0.2231161775166071,"score_spread":0.2075073076935928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2606461132","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3809205,0.0012459094,0.5821218,0.0004975664,0.00016896972,0.00030183131,0.0009454911,0.0010263321,0.032771584],"genre_scores_gemma":[0.96947396,0.0004492799,0.019761004,0.000073320545,0.000024779043,0.00030486463,0.00035358555,0.000088926594,0.009470377],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998919,0.000021178883,0.0000062895015,0.000021516424,0.000038056278,0.00002112043],"domain_scores_gemma":[0.9998204,0.00007830357,0.000027801972,0.000013100012,0.00004471118,0.000015733121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023605837,0.00072846265,0.0005856217,0.0005021311,0.00040849947,0.00084770465,0.0011845576,0.0020631538,0.0020703154],"category_scores_gemma":[0.0005090061,0.0004162619,0.0008904583,0.0003955869,0.00049911,0.0005279344,0.00052167184,0.0007789391,0.00036200343],"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":[0.000015652198,0.000018578035,0.0003070703,0.000025548967,0.0000067380806,0.00006495902,0.000022927647,0.9936691,0.0036713756,0.0009831212,0.00007540591,0.0011395545],"study_design_scores_gemma":[0.000002338096,0.000006403021,0.00006721161,0.0000020054238,0.0000020962436,0.0000056354056,0.0000037307693,0.99929416,0.00032195705,0.00008679367,0.0002053463,0.0000023000698],"about_ca_topic_score_codex":0.013710778,"about_ca_topic_score_gemma":0.0070964694,"teacher_disagreement_score":0.013710778,"about_ca_system_score_codex":0.00061423535,"about_ca_system_score_gemma":0.001134885,"threshold_uncertainty_score":0.027261913},"labels":[],"label_agreement":null},{"id":"W2607101577","doi":"10.36487/acg_rep/1404_06_veenstra","title":"The use of numerical modelling to determine the stress within early age cemented paste used to backfill an underground stope","year":2014,"lang":"en","type":"article","venue":"","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 Toronto","funders":"University of Toronto; Barrick Gold Corporation","keywords":"Instrumentation (computer programming); Geotechnical engineering; Numerical models; Numerical modeling; Spark plug; Engineering; Stress (linguistics); Computer simulation; Civil engineering; Geology; Computer science; Mechanical engineering; Simulation","score_opus":0.0807996371209388,"score_gpt":0.22522621053647834,"score_spread":0.14442657341553955,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2607101577","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72755677,0.00015722703,0.26554146,0.00012121717,0.000026519388,0.00015940293,0.00017871344,0.00041080557,0.0058477973],"genre_scores_gemma":[0.95457774,0.00011539621,0.044493373,0.00000856167,0.000002361604,0.000075461896,0.000067345136,0.000019478608,0.0006401596],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996532,0.000066766115,0.00003147258,0.000044152188,0.00018455966,0.000019849847],"domain_scores_gemma":[0.9991493,0.0004686065,0.00012951695,0.00010412639,0.0001321241,0.000016335942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059822644,0.00042010038,0.00043517898,0.00041005734,0.00034481654,0.0008603578,0.000561078,0.0007685328,0.000597928],"category_scores_gemma":[0.0019622208,0.0003171769,0.0003746829,0.00028184135,0.0005775129,0.0004710529,0.00029689056,0.0003664112,0.00021151558],"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":[0.00014234014,0.00018147458,0.009728312,0.00022878032,0.00002430195,0.00019932397,0.0003816827,0.73226994,0.21601644,0.002031002,0.00012475981,0.03867147],"study_design_scores_gemma":[0.00001849866,0.0002959238,0.004234531,0.00002331195,0.00001713529,0.00013814305,0.000099416386,0.90921366,0.084324025,0.00051610934,0.0010870881,0.00003209214],"about_ca_topic_score_codex":0.002167299,"about_ca_topic_score_gemma":0.0030159014,"teacher_disagreement_score":0.002167299,"about_ca_system_score_codex":0.0005720551,"about_ca_system_score_gemma":0.00060313224,"threshold_uncertainty_score":0.004309356},"labels":[],"label_agreement":null},{"id":"W2609506282","doi":"","title":"An Approach to Stope Scale Numerical Modelling of Early Age Cemented Paste Backfill","year":2011,"lang":"en","type":"article","venue":"45th U.S. Rock Mechanics / Geomechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Scale (ratio); Geotechnical engineering; Geology; Geography","score_opus":0.030647384217902827,"score_gpt":0.194894919350038,"score_spread":0.16424753513213516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2609506282","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16862056,0.00043094085,0.7946739,0.00057296344,0.00014995143,0.00022709268,0.00073940645,0.0015824515,0.033002708],"genre_scores_gemma":[0.8886934,0.00032902166,0.099319406,0.000081869475,0.00003414657,0.0002792492,0.00033702646,0.00031878726,0.010607032],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997869,0.0000509224,0.000016794986,0.00003485373,0.00007869201,0.00003186478],"domain_scores_gemma":[0.9997212,0.000094675335,0.000028341856,0.000041247382,0.00009119402,0.000023257104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038619482,0.0004913262,0.00084513065,0.00054611143,0.0006994918,0.0018963485,0.0017871821,0.0021549074,0.0037155377],"category_scores_gemma":[0.0012867025,0.0006200363,0.00079585734,0.0004069438,0.00075543264,0.0009256026,0.0011531959,0.001126547,0.0008312094],"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":[0.000016106602,0.000027952758,0.00037370142,0.000019522135,0.0000081909675,0.000053246073,0.000039232484,0.98984784,0.002515138,0.0036801915,0.00016241775,0.0032564509],"study_design_scores_gemma":[0.0000035149235,0.0000050546932,0.00006468414,0.0000020382274,0.0000011942535,0.000005393053,0.000009820697,0.99869233,0.00028565363,0.00046677105,0.00046046535,0.0000032534338],"about_ca_topic_score_codex":0.016636487,"about_ca_topic_score_gemma":0.011283216,"teacher_disagreement_score":0.016636487,"about_ca_system_score_codex":0.0010686193,"about_ca_system_score_gemma":0.0012957723,"threshold_uncertainty_score":0.033079326},"labels":[],"label_agreement":null},{"id":"W2611148934","doi":"10.14288/1.0344016","title":"Water balance of metal mining tailings management facilities : influence of climate conditions and tailings management options","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Environmental science; Balance (ability); Waste management; Natural resource economics; Business; Engineering; Metallurgy","score_opus":0.007334508832990118,"score_gpt":0.16796442046903856,"score_spread":0.16062991163604845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2611148934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9422148,0.004430016,0.041182023,0.00041565814,0.00002736572,0.00012529388,0.0016864792,0.00017932072,0.009739161],"genre_scores_gemma":[0.9902407,0.0013782391,0.007099667,0.000023897293,0.000010597253,0.00004149669,0.0003487487,0.000026972504,0.0008295738],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913687,0.00021305689,0.0000561829,0.0001312236,0.0003982553,0.00006436089],"domain_scores_gemma":[0.99860245,0.0006161654,0.00031167138,0.00005599749,0.00038158707,0.00003221854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013014271,0.0004412376,0.00033266644,0.0014369048,0.00025668368,0.0011006125,0.0007748595,0.0004135092,0.0009239189],"category_scores_gemma":[0.0023538666,0.0002756029,0.00058112683,0.0015701266,0.00027137212,0.0013048744,0.00045582443,0.00024211046,0.00017991525],"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":[0.00028770955,0.00015421602,0.4424193,0.0011325072,0.00036078205,0.0002694227,0.0005236233,0.31644556,0.008899118,0.0020899244,0.0013516637,0.2260662],"study_design_scores_gemma":[0.000035516092,0.00077608874,0.44614044,0.0005527109,0.00029488656,0.00026301018,0.002634357,0.5149453,0.017660476,0.0029264756,0.013590566,0.00018014315],"about_ca_topic_score_codex":0.025260035,"about_ca_topic_score_gemma":0.046898715,"teacher_disagreement_score":0.025260035,"about_ca_system_score_codex":0.0018017954,"about_ca_system_score_gemma":0.00081265345,"threshold_uncertainty_score":0.050226033},"labels":[],"label_agreement":null},{"id":"W2612249436","doi":"10.36487/acg_rep/1608_19_beckett","title":"Centrifuge modelling of drawdown seepage in tailings storage facilities","year":2016,"lang":"en","type":"article","venue":"Mine closure","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":false,"ca_institutions":"","funders":"Minerals Research Institute of Western Australia; Shell Canada; Freeport-McMoRan Foundation","keywords":"Centrifuge; Geotechnical engineering; Consolidation (business); Drawdown (hydrology); Levee; Tailings; Context (archaeology); Geology; Permeability (electromagnetism); Petroleum engineering; Environmental science; Civil engineering; Engineering; Aquifer; Groundwater","score_opus":0.016029635563290866,"score_gpt":0.17779162559588516,"score_spread":0.16176199003259428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612249436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9772914,0.00007021772,0.018862411,0.00007848734,0.00000976577,0.00004272646,0.0002698802,0.00015375785,0.0032213125],"genre_scores_gemma":[0.99751246,0.000055974582,0.0015764764,0.000005924429,0.0000014457299,0.000016973814,0.00007561107,0.000009812117,0.0007452986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998354,0.00003477971,0.000014793166,0.000030201232,0.000041639363,0.000043259162],"domain_scores_gemma":[0.99960715,0.00018547554,0.000084306776,0.000026355016,0.00007060936,0.000026166259],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027944264,0.00041680926,0.00031870944,0.00047912294,0.0003185761,0.0008629403,0.00067992584,0.0009535576,0.0010495596],"category_scores_gemma":[0.00083663507,0.00023364433,0.00050377357,0.00040270915,0.0005398433,0.000506912,0.0003519902,0.00037063882,0.000121561134],"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":[0.00005466736,0.00003014924,0.004910184,0.000020337468,0.0000070787164,0.00019863916,0.00005176453,0.9836271,0.007791246,0.0007532076,0.00010291397,0.0024526583],"study_design_scores_gemma":[0.0000063078637,0.00006463577,0.0031290269,0.0000058420155,0.000007507995,0.00002948188,0.00004405285,0.9929103,0.0033897762,0.00020070116,0.0002041061,0.000008299679],"about_ca_topic_score_codex":0.019284047,"about_ca_topic_score_gemma":0.012560399,"teacher_disagreement_score":0.019284047,"about_ca_system_score_codex":0.0009886147,"about_ca_system_score_gemma":0.0006805573,"threshold_uncertainty_score":0.03834361},"labels":[],"label_agreement":null},{"id":"W2612436481","doi":"10.36487/acg_rep/1404_27_thompson","title":"In situ behaviour of cemented hydraulic and paste backfills and the use of instrumentation in optimising efficiency","year":2014,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"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":"Instrumentation (computer programming); In situ; Geotechnical engineering; Materials science; Environmental science; Petroleum engineering; Engineering; Computer science; Chemistry","score_opus":0.016644042984043556,"score_gpt":0.20043403244896868,"score_spread":0.1837899894649251,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612436481","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9704206,0.000533488,0.026545815,0.00009302745,0.000019157977,0.00007553578,0.0004715094,0.00038051113,0.0014602935],"genre_scores_gemma":[0.9781628,0.00048330153,0.019337613,0.00003907998,0.000006221135,0.000059955135,0.00026119486,0.00009460879,0.0015552713],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9988883,0.000118715725,0.000055761426,0.0001697789,0.0006049792,0.00016245965],"domain_scores_gemma":[0.9991524,0.00026094922,0.00018600975,0.000110899826,0.00024863883,0.000040998006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011921796,0.00049393094,0.00056429085,0.00052170816,0.0004811647,0.0009956406,0.00071338157,0.0005257422,0.0006971685],"category_scores_gemma":[0.0012448528,0.00037651276,0.00026568383,0.0006719326,0.0010460184,0.0006197128,0.0005027777,0.00066217186,0.00025678208],"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":[0.000087049964,0.000021664771,0.0017372444,0.00007682103,0.0000039824226,0.00003995165,0.00026119984,0.00079300086,0.9920963,0.00009799012,0.000038712125,0.0047459737],"study_design_scores_gemma":[0.000004533283,0.00021867991,0.009538537,0.000008428927,0.000008233168,0.000044648896,0.00030063238,0.001806163,0.98643506,0.000057921476,0.0015601945,0.000016865484],"about_ca_topic_score_codex":0.009226141,"about_ca_topic_score_gemma":0.022167442,"teacher_disagreement_score":0.009226141,"about_ca_system_score_codex":0.0012406507,"about_ca_system_score_gemma":0.00069674436,"threshold_uncertainty_score":0.01834488},"labels":[],"label_agreement":null},{"id":"W2613833627","doi":"10.36487/acg_rep/1352_13_gunsinger","title":"Closure of uranium tailings facilities: environmental considerations, regulatory framework and conceptual options","year":2013,"lang":"en","type":"article","venue":"Mine closure","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; Closure (psychology); Uranium; Environmental science; Business; Risk analysis (engineering); Materials science; Economics; Metallurgy","score_opus":0.009803916750235248,"score_gpt":0.17877633567423507,"score_spread":0.1689724189239998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2613833627","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05961755,0.021847695,0.2262176,0.12070324,0.0017554262,0.0015138941,0.00064527214,0.0003943209,0.567305],"genre_scores_gemma":[0.77151453,0.019705722,0.120962135,0.010402395,0.000959766,0.00219212,0.00049206044,0.00018821795,0.073583096],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9921942,0.0025041502,0.00040330438,0.0007901145,0.0024927487,0.0016154698],"domain_scores_gemma":[0.9948901,0.001866563,0.000624325,0.000364366,0.001676835,0.00057779846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.014203259,0.0011065297,0.000845809,0.0026630433,0.0047840183,0.01905995,0.0076198396,0.014250189,0.010196496],"category_scores_gemma":[0.008196356,0.0009890081,0.0018318258,0.0017932164,0.011485676,0.011554935,0.005312797,0.007198083,0.0013804454],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014409687,0.00006120867,0.00025567051,0.00021673513,0.000006515104,0.0004814194,0.00057960325,0.006466586,0.00034514946,0.9835541,0.0018380631,0.006180507],"study_design_scores_gemma":[0.000055964607,0.00024944675,0.0013455737,0.0028542986,0.000066198554,0.00071661203,0.009616396,0.0127189625,0.0015037251,0.6931526,0.27751577,0.0002043531],"about_ca_topic_score_codex":0.021614067,"about_ca_topic_score_gemma":0.019828813,"teacher_disagreement_score":0.021614067,"about_ca_system_score_codex":0.013690715,"about_ca_system_score_gemma":0.021564895,"threshold_uncertainty_score":0.099333584},"labels":[],"label_agreement":null},{"id":"W2614065970","doi":"10.36487/acg_rep/1404_05_veenstra","title":"A numerical analysis of how permeability affects the development of pore water pressure in early age cemented paste backfill in a backfilled stope","year":2014,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","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":"University of Toronto","funders":"Barrick Gold Corporation","keywords":"Permeability (electromagnetism); Geotechnical engineering; Pore water pressure; Materials science; Water pressure; Numerical models; Computer simulation; Geology; Petroleum engineering; Engineering; Chemistry","score_opus":0.010941703093954872,"score_gpt":0.19014730990426498,"score_spread":0.17920560681031011,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2614065970","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900822,0.00004403429,0.007505741,0.00008201621,0.000008733289,0.00002361598,0.00012932156,0.00009972622,0.0020245856],"genre_scores_gemma":[0.99614245,0.000029006704,0.0031248275,0.000008319711,0.0000012655659,0.000012403132,0.000029027678,0.000010419662,0.0006422313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999242,0.000012460969,0.0000058818127,0.000016085618,0.00002383707,0.000017554157],"domain_scores_gemma":[0.99936444,0.00042275328,0.00007970278,0.00003615014,0.00006531765,0.00003170252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029150926,0.00021882779,0.0003930602,0.00033029975,0.00039192764,0.00055563374,0.0005127259,0.0011683116,0.0017180395],"category_scores_gemma":[0.0011215038,0.0002683421,0.0004128101,0.00026420082,0.00057145563,0.00041154237,0.00023920562,0.00045543548,0.00012789045],"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":[0.0001336792,0.00013773206,0.0071874084,0.000060314476,0.000018806528,0.00022504444,0.00013241041,0.94786084,0.039132576,0.00086660817,0.000101425605,0.0041431994],"study_design_scores_gemma":[0.000011686746,0.000058571706,0.0016598633,0.000003076158,0.000005711341,0.000019909765,0.000030085677,0.99333763,0.004701264,0.00008089288,0.00008221905,0.000009101907],"about_ca_topic_score_codex":0.011374024,"about_ca_topic_score_gemma":0.0072492785,"teacher_disagreement_score":0.011374024,"about_ca_system_score_codex":0.000683122,"about_ca_system_score_gemma":0.0005558989,"threshold_uncertainty_score":0.022615671},"labels":[],"label_agreement":null},{"id":"W2620563343","doi":"10.1016/j.conbuildmat.2017.05.002","title":"Freezing behaviour of cemented paste backfill material in column experiments","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"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","keywords":"Materials science; Curing (chemistry); Composite material; Cementitious; Hydraulic conductivity; Void ratio; Thermal conductivity; Water content; Compressive strength; Capillary action; Geotechnical engineering; Cement; Geology; Soil water","score_opus":0.019505908745372256,"score_gpt":0.23971962231375432,"score_spread":0.22021371356838207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620563343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99794143,0.00012807258,0.0007168231,0.000013550834,0.000009388044,0.000012067992,0.00044828388,0.000037677084,0.000692651],"genre_scores_gemma":[0.99838126,0.00008453109,0.00038793907,0.000010485834,0.00000303982,0.000009329318,0.00031786604,0.000015284717,0.0007902564],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997367,0.000018681036,0.000018922326,0.000056848596,0.00007591666,0.00009282523],"domain_scores_gemma":[0.99966013,0.00012625441,0.00004313332,0.000046773832,0.00008975373,0.000033933928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002944848,0.00040344038,0.00041720778,0.00030897307,0.00046405732,0.00032134308,0.00038148713,0.00041294986,0.00347455],"category_scores_gemma":[0.0004712963,0.00018111097,0.00035848707,0.00035276872,0.00047849378,0.00057106715,0.00025422886,0.00063346553,0.00032868076],"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":[0.0010890523,0.00010093362,0.0017726882,0.00008993821,0.00001622482,0.0001273827,0.00020689802,0.0024264753,0.99063945,0.00009929017,0.00012836047,0.003303383],"study_design_scores_gemma":[0.000009866256,0.0005789843,0.00494,0.000007793434,0.00001590913,0.000035232857,0.0001069718,0.0030111484,0.99089885,0.000029175962,0.0003529435,0.00001295755],"about_ca_topic_score_codex":0.005214807,"about_ca_topic_score_gemma":0.005151428,"teacher_disagreement_score":0.005214807,"about_ca_system_score_codex":0.00043651182,"about_ca_system_score_gemma":0.00030645716,"threshold_uncertainty_score":0.011623561},"labels":[],"label_agreement":null},{"id":"W2620951767","doi":"","title":"Évaluation des propriétés des remblais en pâte cimentés incorporant différents types d’adjuvants organiques et inorganiques.","year":2016,"lang":"fr","type":"dissertation","venue":"Depositum (Université du Québec en Abitibi-Témiscamingue)","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":"Chemistry; Humanities; Forestry; Art; Geography","score_opus":0.009800028222867177,"score_gpt":0.20397307766805506,"score_spread":0.19417304944518787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620951767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916074,0.0027957794,0.001930236,0.00005812571,0.000049858718,0.000055206205,0.00040180053,0.000082336745,0.0030192574],"genre_scores_gemma":[0.9777238,0.00228404,0.0057545607,0.000051932748,0.000015504216,0.00009249823,0.0008167367,0.00005923806,0.013201712],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973136,0.000034954046,0.000019315723,0.000059820286,0.00010242827,0.000052187377],"domain_scores_gemma":[0.9995609,0.00012603641,0.000083712745,0.000034490764,0.00015474325,0.0000399627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040886056,0.00046907936,0.0002847641,0.00035515768,0.00016799792,0.00038668202,0.0002494548,0.00042839893,0.0023342296],"category_scores_gemma":[0.0007404478,0.00018837076,0.00034220846,0.0003452713,0.000184252,0.00033826646,0.00019442532,0.00050125143,0.0005269435],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002157931,0.00004654603,0.00041141867,0.00016019828,0.000013259673,0.000038245533,0.000045394136,0.00021434709,0.99344724,0.000048210964,0.00007514932,0.0052842116],"study_design_scores_gemma":[0.000006908447,0.0010143126,0.0023612042,0.00001627543,0.00003605518,0.000041499094,0.000037552676,0.0005200023,0.9923752,0.000014118078,0.0035695669,0.0000072571547],"about_ca_topic_score_codex":0.00116308,"about_ca_topic_score_gemma":0.0025715053,"teacher_disagreement_score":0.99883693,"about_ca_system_score_codex":0.00026290375,"about_ca_system_score_gemma":0.00021912488,"threshold_uncertainty_score":0.0078088045},"labels":[],"label_agreement":null},{"id":"W2734957427","doi":"10.1007/s13762-017-1380-5","title":"An investigation of crack formation in surface paste disposal method for pyritic Pb–Zn tailings","year":2017,"lang":"en","type":"article","venue":"International Journal of Environmental Science and Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"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":"Bilimsel Araştirma Projeleri Birimi, Istanbul Üniversitesi","keywords":"Tailings; Leachate; Wetting; Materials science; Deposition (geology); Intensity (physics); Geotechnical engineering; Environmental science; Metallurgy; Waste management; Geology; Composite material; Engineering","score_opus":0.010007218956592323,"score_gpt":0.2517797598026251,"score_spread":0.2417725408460328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2734957427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954397,0.0005752213,0.003140003,0.000025028721,0.000019684165,0.00003026645,0.00005333257,0.000029384586,0.0006874712],"genre_scores_gemma":[0.9965809,0.0002642254,0.002057216,0.000015450696,0.0000042061497,0.000007806582,0.00003328416,0.000006626182,0.0010302159],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99970716,0.000029104896,0.000016462862,0.00006124954,0.00015488281,0.000031124866],"domain_scores_gemma":[0.99973434,0.00005624132,0.00005060259,0.000025283529,0.000121490986,0.000011982738],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002034004,0.00018925614,0.00026619754,0.00027650778,0.00023026708,0.0002563985,0.0002614148,0.0004414364,0.0009173191],"category_scores_gemma":[0.00035858428,0.00016217596,0.00028948692,0.00016086102,0.0002036348,0.0003661013,0.00018970114,0.0003276274,0.00014086401],"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":[0.0003093819,0.000063752566,0.0030017854,0.00019507301,0.00001295983,0.00018632821,0.00009491707,0.0003493706,0.98437864,0.00006872659,0.000073153904,0.011266029],"study_design_scores_gemma":[0.000009443523,0.0007193503,0.008643262,0.000010392503,0.00003164972,0.00018160931,0.00013912152,0.0030571467,0.98641413,0.000031661886,0.00075291056,0.000009252968],"about_ca_topic_score_codex":0.00074610865,"about_ca_topic_score_gemma":0.001757981,"teacher_disagreement_score":0.0009173191,"about_ca_system_score_codex":0.00018275392,"about_ca_system_score_gemma":0.00018212559,"threshold_uncertainty_score":0.0030687451},"labels":[],"label_agreement":null},{"id":"W2750021464","doi":"10.1139/cgj-2016-0391","title":"Durability, strength, and stiffness of compacted gold tailings – cement mixes","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundação de Amparo à Pesquisa do Estado do Rio Grande do Sul; Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Portland cement; Durability; Compaction; Tailings; Cement; Materials science; Geotechnical engineering; Compressive strength; Stiffness; Porosity; Composite material; Metallurgy; Geology","score_opus":0.01727877693877635,"score_gpt":0.21573877520048862,"score_spread":0.19845999826171226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2750021464","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990546,0.000090732574,0.00043322513,0.0000031332766,0.0000012151888,0.0000056319805,0.000113439506,0.000009193584,0.00028879553],"genre_scores_gemma":[0.99897313,0.000043653552,0.00041055557,0.000002667296,7.774038e-7,0.0000032795847,0.00009153262,0.0000036994495,0.00047063382],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997551,0.000024817846,0.000029320423,0.00005060272,0.00012022049,0.00001997455],"domain_scores_gemma":[0.99952245,0.00014905995,0.00013829548,0.00005015571,0.000087522174,0.000052493655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046368034,0.0002732836,0.0002354847,0.0011252837,0.00015190507,0.00030049257,0.00020665643,0.00022356851,0.0014345004],"category_scores_gemma":[0.000762194,0.00013547917,0.00021501131,0.0006905668,0.00035180515,0.00033773817,0.00029688547,0.0002022156,0.00018796761],"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":[0.00057750376,0.00008000861,0.049270466,0.00014190248,0.000049628332,0.00018272216,0.0002072228,0.007520517,0.9228754,0.00021853425,0.0000413379,0.018834809],"study_design_scores_gemma":[0.00001786268,0.0016243611,0.31621322,0.000024635458,0.00009492612,0.0003100406,0.00039625535,0.01691025,0.6629998,0.00021087052,0.0011549821,0.000042812433],"about_ca_topic_score_codex":0.003740124,"about_ca_topic_score_gemma":0.012203251,"teacher_disagreement_score":0.003740124,"about_ca_system_score_codex":0.0003198994,"about_ca_system_score_gemma":0.00014437655,"threshold_uncertainty_score":0.0074367523},"labels":[],"label_agreement":null},{"id":"W2750090121","doi":"10.1061/(asce)gm.1943-5622.0000975","title":"A New Solution to Assess the Required Strength of Mine Backfill with a Vertical Exposure","year":2017,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"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","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cohesion (chemistry); Geotechnical engineering; Instability; Plane stress; Computer simulation; Shear (geology); Pillar; Geology; Structural engineering; Engineering; Mechanics; Finite element method; Simulation","score_opus":0.030704036616691553,"score_gpt":0.25328206989666335,"score_spread":0.2225780332799718,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2750090121","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06418889,0.000592372,0.92904145,0.00020973997,0.00007057966,0.00014860656,0.00017985236,0.00044431692,0.0051241936],"genre_scores_gemma":[0.7434261,0.00064474414,0.2497228,0.00013425537,0.00005531125,0.0003247984,0.00027794158,0.000091813985,0.0053223087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990609,0.00012758003,0.00007408885,0.00020346192,0.00046220646,0.00007168593],"domain_scores_gemma":[0.99923325,0.00021617155,0.00019168055,0.00004848325,0.0002864092,0.000024126894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007188538,0.0012627123,0.00065816904,0.0026916247,0.00037900102,0.0008512484,0.0011081463,0.0014632738,0.0014717452],"category_scores_gemma":[0.0020657189,0.00036489172,0.00075173285,0.00072815,0.0006353965,0.001275902,0.0010252212,0.0007275826,0.00042812887],"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":[0.0002191789,0.00019877753,0.00948534,0.00091757375,0.00009531267,0.0005616847,0.00054058095,0.40890047,0.32157242,0.03152261,0.0022172655,0.22376874],"study_design_scores_gemma":[0.000014869255,0.00021046498,0.0015555713,0.000042389,0.000028336677,0.00023109278,0.00012044117,0.94467956,0.044599257,0.005052918,0.003417088,0.000048054153],"about_ca_topic_score_codex":0.0013063729,"about_ca_topic_score_gemma":0.0016201995,"teacher_disagreement_score":0.0026916247,"about_ca_system_score_codex":0.00072786584,"about_ca_system_score_gemma":0.0009879599,"threshold_uncertainty_score":0.005281031},"labels":[],"label_agreement":null},{"id":"W2752412225","doi":"","title":"Monitoring the Hydration Process and Shear Wave Evolution in Cemented Paste Backfill.","year":2016,"lang":"en","type":"article","venue":"50th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Geotechnical engineering; Process (computing); Shear (geology); Geology; Computer science; Petrology","score_opus":0.01107102128944709,"score_gpt":0.19566883431198795,"score_spread":0.18459781302254086,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2752412225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975321,0.00013550646,0.00154839,0.000027442726,0.000006666077,0.000010816583,0.00027344824,0.00006734735,0.00039829442],"genre_scores_gemma":[0.99857795,0.00008562844,0.00084857416,0.000014477332,0.00000249995,0.0000066330044,0.00016842075,0.000008219793,0.00028757323],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999125,0.000008130442,0.0000040545524,0.000019081986,0.00003871415,0.00001752097],"domain_scores_gemma":[0.999835,0.000029473378,0.000042166073,0.000007722098,0.000066658,0.000018949107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001887046,0.00019652114,0.0002257366,0.000338722,0.00018120719,0.00026867617,0.00018330733,0.00033911457,0.0005860952],"category_scores_gemma":[0.00036873147,0.000120619276,0.00012871088,0.00026846057,0.00013698383,0.00044993713,0.00017875437,0.00034646923,0.0001786002],"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":[0.00092431786,0.00023265008,0.080376945,0.00012312525,0.000040846495,0.00018894128,0.00026344715,0.0018394575,0.8905876,0.0001111467,0.0006522345,0.024659256],"study_design_scores_gemma":[0.000047224217,0.0009761054,0.37309986,0.000024388173,0.00008870753,0.00023928592,0.0007239943,0.04111288,0.5818593,0.00022056079,0.0015549376,0.000052732288],"about_ca_topic_score_codex":0.0025329492,"about_ca_topic_score_gemma":0.0044075972,"teacher_disagreement_score":0.0025329492,"about_ca_system_score_codex":0.00015994838,"about_ca_system_score_gemma":0.0002187072,"threshold_uncertainty_score":0.0050364137},"labels":[],"label_agreement":null},{"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99548966,0.00009115639,0.0023818072,0.000028401766,0.000008164395,0.00001421646,0.00015433211,0.000035622845,0.0017967253],"genre_scores_gemma":[0.99844414,0.00007556853,0.0006685494,0.00000545299,0.0000013501475,0.00000601835,0.000052231244,0.000012423495,0.0007342624],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998104,0.000022628044,0.000014084873,0.000041752606,0.00007371252,0.000037569767],"domain_scores_gemma":[0.9996407,0.00014237297,0.00006995406,0.000047892107,0.00007233907,0.000026712492],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032135195,0.0003621947,0.00037500096,0.00018505557,0.00022309898,0.0008094145,0.00042004776,0.00061749393,0.0018001974],"category_scores_gemma":[0.0007064251,0.00018406833,0.00036071983,0.00017580122,0.00044968972,0.00053318107,0.00031116387,0.00055721344,0.00023314673],"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":[0.00080890046,0.0005284867,0.03882735,0.0003216217,0.0000582049,0.001081295,0.0006372824,0.3715115,0.5557629,0.0017442398,0.00036708132,0.028351173],"study_design_scores_gemma":[0.000048914902,0.0033831624,0.074829295,0.000046841877,0.000097754964,0.0004729563,0.0014194313,0.43208742,0.48231474,0.0014344944,0.0037639944,0.00010092586],"about_ca_topic_score_codex":0.0038792177,"about_ca_topic_score_gemma":0.005017866,"teacher_disagreement_score":0.0038792177,"about_ca_system_score_codex":0.00046615262,"about_ca_system_score_gemma":0.0003103163,"threshold_uncertainty_score":0.0077132583},"labels":[],"label_agreement":null},{"id":"W2755948968","doi":"10.2113/eeg-1891","title":"Simulation of Tailings Flow Resulting From a Dam Breach Using Smoothed Particle Hydrodynamics","year":2017,"lang":"en","type":"article","venue":"Environmental and Engineering Geoscience","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Citation; Icon; Download; Smoothed-particle hydrodynamics; Engineering; Library science; Computer science; World Wide Web","score_opus":0.011244787029950657,"score_gpt":0.18862353177449104,"score_spread":0.17737874474454038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2755948968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9270815,0.00036427818,0.03912632,0.0007676746,0.00026330567,0.00019019606,0.0015471543,0.00094074185,0.029718881],"genre_scores_gemma":[0.98692364,0.00015048312,0.00636605,0.00005309419,0.000022506809,0.000068074245,0.0007031742,0.00007954663,0.005633439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982184,0.00003161601,0.000013749049,0.000023273466,0.000054096694,0.00005553002],"domain_scores_gemma":[0.9994111,0.0002843662,0.00005662904,0.000029192224,0.000105446736,0.00011326559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036025298,0.00052113534,0.00072673504,0.00072614424,0.0008854788,0.0011151758,0.0008311432,0.0018974267,0.004547916],"category_scores_gemma":[0.0013160707,0.00034398292,0.000991683,0.000553083,0.0009865448,0.0006070941,0.0010545528,0.0007867991,0.00040340848],"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":[0.00008423216,0.000051185852,0.003334767,0.000025766596,0.00001955766,0.00022821747,0.000048267284,0.99151844,0.0009473281,0.00096430234,0.0006200707,0.0021578162],"study_design_scores_gemma":[0.00002828424,0.000023636334,0.00076487387,0.0000055540563,0.0000049051414,0.000010626485,0.000042736938,0.9982533,0.0002122591,0.0003104211,0.00033560334,0.000007843135],"about_ca_topic_score_codex":0.04457212,"about_ca_topic_score_gemma":0.02217778,"teacher_disagreement_score":0.04457212,"about_ca_system_score_codex":0.001173218,"about_ca_system_score_gemma":0.0015760275,"threshold_uncertainty_score":0.08862537},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12272914,0.00031568465,0.8738211,0.00007810487,0.0000126708,0.000090606685,0.000066337525,0.00034747142,0.002538888],"genre_scores_gemma":[0.96645856,0.00015197681,0.03248105,0.000010974665,0.000005629262,0.000094833675,0.000051750772,0.000023039289,0.00072225684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991053,0.00020617296,0.00004546754,0.00016173645,0.00040429967,0.000076989716],"domain_scores_gemma":[0.99925953,0.00024175632,0.000146392,0.000084957894,0.00023866558,0.000028567947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00094667595,0.0004914232,0.00064235914,0.0006690756,0.00029533784,0.0005132381,0.0007670847,0.00046338674,0.0010969113],"category_scores_gemma":[0.0015697066,0.0004120753,0.0010104375,0.0002952593,0.0005185745,0.00061360403,0.0005106279,0.0002981787,0.00017883928],"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":[0.000092647686,0.000030039942,0.003269261,0.0001528751,0.000036073416,0.00015939823,0.00011067041,0.9368395,0.019032827,0.0034187175,0.00020673411,0.03665127],"study_design_scores_gemma":[0.0000071061527,0.0001618558,0.00086788606,0.000009402494,0.000024719177,0.00007152907,0.00002474571,0.99281514,0.004688584,0.0008679552,0.00045163836,0.000009414231],"about_ca_topic_score_codex":0.0029383698,"about_ca_topic_score_gemma":0.0015725086,"teacher_disagreement_score":0.0029383698,"about_ca_system_score_codex":0.00054500095,"about_ca_system_score_gemma":0.0009641842,"threshold_uncertainty_score":0.005842507},"labels":[],"label_agreement":null},{"id":"W2757165865","doi":"10.14288/1.0320846","title":"The Quillayes sand tailings dam in Chile design and operation","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings dam; Tailings; Geology; Mining engineering; Geotechnical engineering","score_opus":0.009551698508574059,"score_gpt":0.16201173100187527,"score_spread":0.1524600324933012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2757165865","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89607817,0.0005843001,0.018291522,0.0005665729,0.00007088012,0.00081438874,0.00284071,0.0010392767,0.079714134],"genre_scores_gemma":[0.9532453,0.00030107488,0.010870052,0.00005703171,0.000010571641,0.0004991121,0.00092061196,0.00009293826,0.034003478],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99963534,0.000034349814,0.000024460647,0.000054582546,0.00015984166,0.000091456786],"domain_scores_gemma":[0.99967027,0.000020053476,0.000047626843,0.000036167756,0.00013824197,0.00008762173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047508473,0.0003285326,0.0002287565,0.0006611377,0.0006289749,0.0008745581,0.00072294933,0.0003484647,0.005853711],"category_scores_gemma":[0.0005228437,0.00028530814,0.00020391324,0.000526457,0.00062423944,0.0004068656,0.0010469995,0.0002696786,0.0010731372],"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":[0.0015334876,0.00091965223,0.29033533,0.0015626485,0.00009868831,0.0056107384,0.003143964,0.06283629,0.17550936,0.022545604,0.028071826,0.40783238],"study_design_scores_gemma":[0.0004954042,0.0026795939,0.50189763,0.00034954838,0.00015319606,0.0023942355,0.006232361,0.04188399,0.08033765,0.003858144,0.35946295,0.00025530008],"about_ca_topic_score_codex":0.02680374,"about_ca_topic_score_gemma":0.056549318,"teacher_disagreement_score":0.02680374,"about_ca_system_score_codex":0.0021758645,"about_ca_system_score_gemma":0.005912801,"threshold_uncertainty_score":0.053295434},"labels":[],"label_agreement":null},{"id":"W2757468709","doi":"10.1016/j.minpro.2017.09.019","title":"Experimental characterization of the influence of solid components on the rheological and mechanical properties of cemented paste backfill","year":2017,"lang":"en","type":"article","venue":"International Journal of Mineral Processing","topic":"Tailings Management and Properties","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China University of Mining and Technology","keywords":"Ultimate tensile strength; Lime; Compressive strength; Portland cement; Fly ash; Materials science; Curing (chemistry); Rheology; Cement; Slump; Composite material; Metallurgy","score_opus":0.03465790849689632,"score_gpt":0.2495185503054964,"score_spread":0.2148606418086001,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2757468709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977182,0.00015646285,0.0013118397,0.000012153035,0.000008823689,0.000016643196,0.00023289498,0.000032080756,0.00051099603],"genre_scores_gemma":[0.9985324,0.00009883579,0.00075573014,0.00000770401,0.0000039730667,0.00001984367,0.00014815023,0.000016081256,0.00041737888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995796,0.00005664777,0.000043265507,0.000079083344,0.00016871064,0.000072728435],"domain_scores_gemma":[0.9994087,0.00022056262,0.000094904964,0.00009431542,0.00015137406,0.000030027068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000465954,0.0004541663,0.0004069364,0.00027323436,0.00039346662,0.00030557753,0.00034566125,0.00044577452,0.0023328331],"category_scores_gemma":[0.0008808979,0.00021725797,0.00031713973,0.00041255227,0.0004944781,0.00045890658,0.00021544268,0.00044302628,0.0003002314],"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":[0.00045231302,0.00008344562,0.00078248477,0.00006705479,0.0000066435036,0.0000587956,0.00007867495,0.00037354033,0.99628204,0.00004866031,0.000026449492,0.0017398861],"study_design_scores_gemma":[0.000008404717,0.0003096686,0.003182687,0.0000025372028,0.000011949467,0.000019020386,0.00003856371,0.0005502167,0.9955693,0.000013397708,0.00028869795,0.000005419362],"about_ca_topic_score_codex":0.0006968052,"about_ca_topic_score_gemma":0.0009630807,"teacher_disagreement_score":0.0023328331,"about_ca_system_score_codex":0.00019592805,"about_ca_system_score_gemma":0.00028274162,"threshold_uncertainty_score":0.0078040957},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9685795,0.00092814653,0.0010221454,0.00020516168,0.000015957517,0.001086404,0.0018465159,0.000060513612,0.0262558],"genre_scores_gemma":[0.9386916,0.0016651195,0.0053167716,0.00023808502,0.000014868921,0.00040772115,0.0024781986,0.00003829313,0.05114923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990576,0.00004725482,0.000044096898,0.00018075726,0.0005624939,0.00010785145],"domain_scores_gemma":[0.9993253,0.000045424622,0.000060106613,0.00004961996,0.00040270266,0.00011688119],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006030661,0.00040679716,0.0006590004,0.0011683968,0.0023155767,0.0011576153,0.0011151131,0.00072023785,0.0058923084],"category_scores_gemma":[0.0006802376,0.0003171385,0.00032881365,0.0016118161,0.00058620167,0.00050959835,0.0005695685,0.00045940554,0.0016312577],"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":[0.003599034,0.0071910964,0.14529426,0.0033447717,0.00021169877,0.011886505,0.020669673,0.0033337611,0.54650146,0.0066084876,0.012150737,0.2392085],"study_design_scores_gemma":[0.00057240506,0.010844412,0.47412097,0.00041027222,0.00023832101,0.004154171,0.025854617,0.0029760154,0.15278313,0.00064181205,0.3271822,0.00022165965],"about_ca_topic_score_codex":0.47231776,"about_ca_topic_score_gemma":0.7693732,"teacher_disagreement_score":0.47231776,"about_ca_system_score_codex":0.008270155,"about_ca_system_score_gemma":0.009031667,"threshold_uncertainty_score":0.9391371},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20164657,0.7632606,0.020875836,0.0008038188,0.0002762777,0.0003361446,0.0007842479,0.00011381553,0.011902766],"genre_scores_gemma":[0.27912983,0.69378597,0.019159393,0.0004998472,0.00036131925,0.00019983404,0.0009045136,0.00012547392,0.0058337804],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99627763,0.0007453761,0.0006512307,0.0009074566,0.0012288905,0.00018940093],"domain_scores_gemma":[0.98995346,0.0049468405,0.0015888179,0.00029309478,0.003005206,0.00021262505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0046410505,0.0010195038,0.0017702406,0.008451823,0.0009586977,0.0023272221,0.0020554233,0.0017155879,0.0012087207],"category_scores_gemma":[0.004771369,0.0010432478,0.0009090261,0.010195115,0.0022390308,0.0022830965,0.0014358493,0.0012027549,0.00067521195],"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":[0.00038780234,0.0005524536,0.034183227,0.03608976,0.00035137546,0.0026004873,0.013934806,0.0034499748,0.054820355,0.0015506813,0.0025459223,0.84953326],"study_design_scores_gemma":[0.00002828443,0.0040189316,0.29712158,0.021536827,0.0010862863,0.011312989,0.03373829,0.0015175329,0.14588387,0.0022178728,0.48105097,0.00048665356],"about_ca_topic_score_codex":0.010611592,"about_ca_topic_score_gemma":0.028349452,"teacher_disagreement_score":0.010611592,"about_ca_system_score_codex":0.0017341403,"about_ca_system_score_gemma":0.002237273,"threshold_uncertainty_score":0.024544537},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7366215,0.0033010829,0.23859622,0.0021969252,0.00015540131,0.00076913816,0.00022911519,0.0007352433,0.017395373],"genre_scores_gemma":[0.9386837,0.0017923155,0.0540953,0.00015145921,0.00005288203,0.00010987516,0.00015834674,0.000055737277,0.004900278],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985494,0.00025373095,0.0001409529,0.0001657932,0.00064686773,0.00024326019],"domain_scores_gemma":[0.99846363,0.00035903728,0.00035401472,0.0001636625,0.0004928241,0.0001668844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021577927,0.0004880062,0.0004660764,0.00074829103,0.0010273923,0.0019450068,0.0014709606,0.0010875101,0.0016726253],"category_scores_gemma":[0.001736063,0.00032094234,0.00036791243,0.00055221014,0.00060691906,0.0021214848,0.0011377627,0.00060905353,0.0006120268],"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":[0.0004127855,0.00092413864,0.055640463,0.002104316,0.00012247244,0.0034039386,0.0011265923,0.1052951,0.35357013,0.0054953713,0.0063017085,0.46560287],"study_design_scores_gemma":[0.00012979182,0.003944762,0.12113254,0.00087515917,0.00026279248,0.0065250364,0.011566504,0.27652982,0.4730331,0.014626306,0.0910943,0.000279984],"about_ca_topic_score_codex":0.0033657055,"about_ca_topic_score_gemma":0.0076375287,"teacher_disagreement_score":0.0033657055,"about_ca_system_score_codex":0.0007360872,"about_ca_system_score_gemma":0.0011800341,"threshold_uncertainty_score":0.011411607},"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":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.054282524,0.77003133,0.05262773,0.011339032,0.002720807,0.00032951197,0.00021581296,0.00048072773,0.107972465],"genre_scores_gemma":[0.22670256,0.6273025,0.07126355,0.004653605,0.0019592529,0.00026070434,0.00064067275,0.00029202458,0.0669252],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9975338,0.00046481797,0.00017702686,0.00044870118,0.0011106455,0.00026487338],"domain_scores_gemma":[0.99623543,0.0014386388,0.00018367694,0.0003580019,0.0014971339,0.00028711514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004488199,0.0007309686,0.00093787163,0.0018400537,0.00094823004,0.005528816,0.0019381912,0.0030396366,0.006880701],"category_scores_gemma":[0.004717805,0.0006423561,0.0007122393,0.002219467,0.0018845452,0.0077785966,0.0020742677,0.0019963898,0.0027808694],"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":[0.00013253644,0.00041493628,0.0012635811,0.002401823,0.000035741163,0.0002424683,0.002248411,0.0025465046,0.0065943017,0.04102634,0.010892366,0.9322011],"study_design_scores_gemma":[0.0000148877425,0.00070761406,0.0016074646,0.0031942576,0.00004904564,0.001067346,0.0038591444,0.0030805848,0.008278572,0.0071420497,0.9709113,0.00008763257],"about_ca_topic_score_codex":0.002797421,"about_ca_topic_score_gemma":0.0018124674,"teacher_disagreement_score":0.006880701,"about_ca_system_score_codex":0.0017950593,"about_ca_system_score_gemma":0.0021091197,"threshold_uncertainty_score":0.023736179},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6254177,0.10341463,0.060919784,0.0017560355,0.002609988,0.0008188057,0.0030435396,0.0037371113,0.19828238],"genre_scores_gemma":[0.8367653,0.029216517,0.037338,0.0008187214,0.0002918281,0.00042614603,0.001726476,0.0004889657,0.09292797],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995455,0.000060141763,0.00003224063,0.00004585907,0.00027731777,0.000038938684],"domain_scores_gemma":[0.9998031,0.00003521567,0.00005319153,0.000016334523,0.0000498892,0.000042281055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002867231,0.0006447297,0.00034900714,0.0016363233,0.00030400895,0.0005236818,0.00032581488,0.0006250499,0.0071737836],"category_scores_gemma":[0.00027697135,0.00024743922,0.00067498774,0.00066344347,0.00029298794,0.0004886469,0.0004001292,0.0011197089,0.0041920356],"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":[0.00061810337,0.0004186978,0.00032320642,0.0023622273,0.000054948643,0.000873111,0.00015791855,0.0013350982,0.84400856,0.004769846,0.007354233,0.13772409],"study_design_scores_gemma":[0.000044389366,0.001502011,0.0020648034,0.00026227455,0.000111884285,0.0017411665,0.00007410051,0.0015509563,0.8072,0.00037264187,0.18500392,0.00007186234],"about_ca_topic_score_codex":0.0005702048,"about_ca_topic_score_gemma":0.0014104451,"teacher_disagreement_score":0.0071737836,"about_ca_system_score_codex":0.0003035039,"about_ca_system_score_gemma":0.00041117513,"threshold_uncertainty_score":0.023998678},"labels":[],"label_agreement":null},{"id":"W2761445901","doi":"10.36487/acg_rep/1710_28_hane","title":"Laboratory investigation into the compressive strength of cemented paste tailings aggregate fills","year":2017,"lang":"en","type":"article","venue":"","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":"Université du Québec","funders":"","keywords":"Compressive strength; Tailings; Aggregate (composite); Curing (chemistry); Portland cement; Crushed stone; Cement; Geotechnical engineering; Materials science; Ground granulated blast-furnace slag; Metallurgy; Composite material; Geology","score_opus":0.012590218090686046,"score_gpt":0.20823782184892073,"score_spread":0.19564760375823467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2761445901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99802905,0.000156246,0.00086371246,0.000010762103,0.000009371496,0.000028256456,0.0002940658,0.000016861648,0.0005916843],"genre_scores_gemma":[0.9962309,0.00022296417,0.0018339342,0.000015315592,0.000008480398,0.000038037182,0.00029790498,0.000007347702,0.0013450577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962056,0.000052590007,0.0000277229,0.00007651998,0.000169567,0.000052999843],"domain_scores_gemma":[0.99945277,0.00013227973,0.00012314644,0.000047379894,0.00018231933,0.00006203718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035186217,0.00046415487,0.00021819773,0.00030658458,0.00025451626,0.00025971356,0.00025490992,0.00034048955,0.0011250286],"category_scores_gemma":[0.00038078026,0.00016015777,0.00047070434,0.00021814699,0.00031298978,0.00018283636,0.00023035008,0.00047047288,0.00023898951],"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":[0.00007543149,0.00009390117,0.00075079146,0.000024862666,0.0000063691687,0.00003364958,0.000035099685,0.00015014828,0.99824595,0.00001338618,0.00000924411,0.0005611152],"study_design_scores_gemma":[0.000005670277,0.00351018,0.0044844793,0.0000046607483,0.00002166326,0.0000470661,0.00006814214,0.0004010531,0.99109846,0.0000145738495,0.00033690847,0.0000071154727],"about_ca_topic_score_codex":0.0012372879,"about_ca_topic_score_gemma":0.002056388,"teacher_disagreement_score":0.0012372879,"about_ca_system_score_codex":0.00021235053,"about_ca_system_score_gemma":0.00029221075,"threshold_uncertainty_score":0.003763616},"labels":[],"label_agreement":null},{"id":"W2762762584","doi":"10.1007/s10706-017-0371-0","title":"Analysis of the Stress Distribution in Inclined Backfilled Stopes Using Closed-form Solutions and Numerical Simulations","year":2017,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rock mass classification; Geotechnical engineering; Hydrogeology; Stress (linguistics); Geology; Computer simulation; Overburden pressure; Engineering","score_opus":0.021718355022531728,"score_gpt":0.2260935142964319,"score_spread":0.20437515927390018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2762762584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8993169,0.00018412824,0.090211906,0.00017604878,0.000025091938,0.000055155877,0.0002254797,0.00039569748,0.009409559],"genre_scores_gemma":[0.99321085,0.000059997827,0.004809522,0.000014865396,0.000006857246,0.000020371848,0.00008260638,0.000033032324,0.0017619677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999845,0.000032912885,0.000009109627,0.00002869202,0.000055573586,0.000028716218],"domain_scores_gemma":[0.9991571,0.00041105354,0.000111306574,0.00006533985,0.00020998635,0.000045329696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043529892,0.00042738815,0.00061880186,0.00060606614,0.00048425395,0.0008673647,0.00083335256,0.0012231476,0.0018621464],"category_scores_gemma":[0.001577148,0.00034619024,0.0005254303,0.00056420267,0.00096689013,0.0007230589,0.00046371043,0.00041832385,0.00025154027],"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":[0.000071411894,0.000118537544,0.0030999137,0.000045041234,0.000015178144,0.00025227093,0.00013418133,0.9793896,0.0066251084,0.0023887188,0.0002947563,0.007565216],"study_design_scores_gemma":[0.000008057917,0.000016404778,0.0008146731,0.000004295335,0.0000025571583,0.000015545631,0.000029604675,0.99811137,0.0005575356,0.00035357676,0.00008036663,0.0000060761445],"about_ca_topic_score_codex":0.010167046,"about_ca_topic_score_gemma":0.0061972765,"teacher_disagreement_score":0.010167046,"about_ca_system_score_codex":0.0006482404,"about_ca_system_score_gemma":0.0007338571,"threshold_uncertainty_score":0.02021569},"labels":[],"label_agreement":null},{"id":"W2765171628","doi":"10.1139/cgj-2016-0385","title":"Three-dimensional stress state in inclined backfilled stopes obtained from numerical simulations and new closed-form solution","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Stress (linguistics); Plane stress; Settlement (finance); Overburden pressure; Plane (geometry); Geology; Computer simulation; Horizontal plane; Engineering; Structural engineering; Geometry; Mathematics; Finite element method; Computer science; Geodesy; Simulation","score_opus":0.02149343462991668,"score_gpt":0.2256579286987611,"score_spread":0.20416449406884443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765171628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6894627,0.00057482923,0.2865818,0.00033298225,0.0001066922,0.00013325528,0.00076558604,0.0007824009,0.021259665],"genre_scores_gemma":[0.9574859,0.00036652724,0.038301863,0.00006430824,0.000019152232,0.00014581713,0.00042406603,0.0001084115,0.0030838575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973553,0.000042037173,0.000024646668,0.0000511678,0.000115070805,0.00003140004],"domain_scores_gemma":[0.99936706,0.0002662438,0.00009181539,0.00006231636,0.00018276431,0.000029801045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005121698,0.00054908835,0.0007688884,0.0005681623,0.000424175,0.0013702661,0.0007898309,0.0017152727,0.0016799995],"category_scores_gemma":[0.0015829643,0.00039800454,0.00079366035,0.0006289566,0.0010633067,0.0007501756,0.00059739343,0.0005304888,0.000302642],"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":[0.000033249868,0.000046300516,0.0017546942,0.00006776623,0.000010375988,0.00016484817,0.00018918364,0.98217714,0.005376684,0.0030232286,0.0002667935,0.0068897563],"study_design_scores_gemma":[0.000009607925,0.0000107139385,0.00039319583,0.000009332591,0.0000023837456,0.000017870916,0.00004010532,0.9978594,0.00078870414,0.0005671369,0.0002902791,0.000011241805],"about_ca_topic_score_codex":0.008821426,"about_ca_topic_score_gemma":0.0063404175,"teacher_disagreement_score":0.008821426,"about_ca_system_score_codex":0.0007258107,"about_ca_system_score_gemma":0.0010686305,"threshold_uncertainty_score":0.017540157},"labels":[],"label_agreement":null},{"id":"W2765554091","doi":"10.1139/cgj-2017-0028","title":"Incorporating chemical shrinkage volume into Gibson’s solution","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Shrinkage; Consolidation (business); Pore water pressure; Dimensionless quantity; Geotechnical engineering; Permeability (electromagnetism); Materials science; Cement; Superposition principle; Composite material; Geology; Mechanics; Chemistry; Mathematics","score_opus":0.01286257876826371,"score_gpt":0.20397816837290741,"score_spread":0.1911155896046437,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765554091","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03883685,0.00028554085,0.9374583,0.00020829302,0.00019492873,0.00022020112,0.00009964715,0.0007155183,0.021980688],"genre_scores_gemma":[0.44110906,0.0006536729,0.5344858,0.00027125567,0.00007178859,0.0005265856,0.00011619704,0.0006617911,0.022103827],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992974,0.00014354693,0.00005322022,0.00011747343,0.0003380411,0.000050253904],"domain_scores_gemma":[0.9994325,0.00027155885,0.000065117776,0.000060992716,0.00015668717,0.00001309393],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010711974,0.0007064662,0.00047125772,0.0007688712,0.0002568531,0.0007232564,0.0008634996,0.0007045426,0.003362016],"category_scores_gemma":[0.0024866892,0.00033308342,0.0004904993,0.0004798355,0.0006217859,0.00092999265,0.00061762525,0.0009042891,0.00076305773],"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":[0.00011868803,0.00020003249,0.0017279675,0.00045809732,0.000023314047,0.00030471888,0.00076258695,0.35004282,0.20013492,0.19291073,0.004619441,0.24869668],"study_design_scores_gemma":[0.000018759716,0.00021988217,0.0006594468,0.00003080097,0.000020511863,0.00011346447,0.000054071304,0.87978595,0.06280801,0.016422665,0.039811913,0.00005445933],"about_ca_topic_score_codex":0.0022460588,"about_ca_topic_score_gemma":0.0034928008,"teacher_disagreement_score":0.003362016,"about_ca_system_score_codex":0.00069345575,"about_ca_system_score_gemma":0.0009994017,"threshold_uncertainty_score":0.011247098},"labels":[],"label_agreement":null},{"id":"W2765804406","doi":"","title":"A Numerical Study of the Stresses in Backfilled Stopes Overlying a Sill Mat","year":2015,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Sill; Geology; Geotechnical engineering; Geochemistry","score_opus":0.018075543931518636,"score_gpt":0.21932790652406128,"score_spread":0.20125236259254264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765804406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99230427,0.000064041335,0.0025835931,0.000095060896,0.000018770046,0.000026423879,0.00014915068,0.000057223497,0.004701415],"genre_scores_gemma":[0.9973679,0.000031305965,0.0012518375,0.000014542918,0.0000048563265,0.000012621642,0.000060468028,0.000011900232,0.0012445411],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999816,0.00002313626,0.000011135422,0.000038498278,0.00005287782,0.000058349724],"domain_scores_gemma":[0.99923193,0.00038620652,0.00009578327,0.00005938681,0.000112238056,0.00011449935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035958065,0.00038037956,0.000764547,0.00069054606,0.0011863236,0.0013365555,0.0010009916,0.0018623105,0.002950316],"category_scores_gemma":[0.0015395713,0.0004226545,0.00059450313,0.0009079921,0.0017465483,0.00058503455,0.00055316,0.00071382965,0.00022587525],"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":[0.00032311978,0.00037006984,0.01246833,0.00008432946,0.000046037447,0.0009941448,0.00032919168,0.9563002,0.022052897,0.0016310046,0.0003667824,0.005033881],"study_design_scores_gemma":[0.00004489279,0.00017980214,0.0076217917,0.000011690497,0.000014382518,0.0000746656,0.00034398743,0.9891257,0.002030573,0.0002590655,0.0002711503,0.000022215829],"about_ca_topic_score_codex":0.030470954,"about_ca_topic_score_gemma":0.023786904,"teacher_disagreement_score":0.030470954,"about_ca_system_score_codex":0.0011603876,"about_ca_system_score_gemma":0.0010270097,"threshold_uncertainty_score":0.060587227},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92536414,0.00006608997,0.071175575,0.00004801714,0.0000069773664,0.00005456545,0.00025186432,0.00044325387,0.0025896216],"genre_scores_gemma":[0.9910184,0.000060876777,0.007690762,0.0000035093253,0.0000012192312,0.000015165645,0.00012110487,0.0000134217735,0.0010755749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992,0.00001168868,0.000005254802,0.000020346244,0.000027562302,0.000015183118],"domain_scores_gemma":[0.99978036,0.000097268196,0.000038933133,0.00002227998,0.00004369299,0.000017405016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000193553,0.000523884,0.00025032513,0.000408937,0.00021022116,0.00047729077,0.00035313008,0.0007032043,0.000727575],"category_scores_gemma":[0.0005365673,0.00025884365,0.00039391697,0.00022526357,0.00021206241,0.00046101352,0.0002226145,0.00027239005,0.00023233921],"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":[0.000067937275,0.00005648179,0.014274277,0.000031120653,0.000008594692,0.00020756219,0.000050270686,0.9422934,0.024169786,0.00043096338,0.00013954348,0.018270029],"study_design_scores_gemma":[0.000003106335,0.000049715112,0.0027776253,0.000003646312,0.00000339106,0.000018090166,0.000020054393,0.9906088,0.006230103,0.00013393797,0.00014585229,0.0000056256995],"about_ca_topic_score_codex":0.0059914347,"about_ca_topic_score_gemma":0.0048105833,"teacher_disagreement_score":0.0059914347,"about_ca_system_score_codex":0.00045143283,"about_ca_system_score_gemma":0.00048299888,"threshold_uncertainty_score":0.011913121},"labels":[],"label_agreement":null},{"id":"W2766408358","doi":"10.3390/min7100201","title":"Stress Ratios in Entire Mine Stopes with Cohesionless Backfill: A Numerical Study","year":2017,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"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","funders":"Natural Sciences and Engineering Research Council of Canada; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Degree Rankine; Stress (linguistics); Geotechnical engineering; Stress concentration; Parametric statistics; Lateral earth pressure; Overburden pressure; Geology; Instant centre of rotation; Materials science; Mechanics; Geometry; Rotation (mathematics); Physics; Mathematics; Composite material; Thermodynamics; Statistics","score_opus":0.02112167174862589,"score_gpt":0.2378916954611659,"score_spread":0.21677002371254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766408358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948946,0.00007657041,0.003042949,0.000041500236,0.0000067927313,0.000013504181,0.000116315496,0.00003907829,0.0017686995],"genre_scores_gemma":[0.9972289,0.000056912737,0.002187425,0.000007106799,0.0000024219362,0.000013085435,0.000065446024,0.000006841043,0.00043187398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986315,0.000023963868,0.000011907157,0.000030826257,0.000035880148,0.00003424498],"domain_scores_gemma":[0.9994342,0.00031149873,0.00010341099,0.000045292956,0.000056047767,0.000049606155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003948021,0.0003469156,0.00059582316,0.0007307996,0.00045247824,0.0009165993,0.0006490085,0.0013598495,0.0013304005],"category_scores_gemma":[0.0011292805,0.0002816713,0.0006679921,0.0006984883,0.0009393463,0.00045417147,0.0005250746,0.00044206047,0.00013349993],"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":[0.00023371163,0.0002122383,0.020238692,0.0001363371,0.000052332154,0.0008766322,0.00033066657,0.95861864,0.010766239,0.0014426762,0.00027777193,0.0068140803],"study_design_scores_gemma":[0.000022984745,0.00015185637,0.0048410846,0.00001630943,0.00001578426,0.00009144675,0.00024154806,0.9923888,0.0016189279,0.00028277127,0.0003097858,0.000018669045],"about_ca_topic_score_codex":0.006630291,"about_ca_topic_score_gemma":0.0043811444,"teacher_disagreement_score":0.006630291,"about_ca_system_score_codex":0.0004097885,"about_ca_system_score_gemma":0.0002789281,"threshold_uncertainty_score":0.013183415},"labels":[],"label_agreement":null},{"id":"W2766686447","doi":"10.1002/nag.2756","title":"Modeling of self‐desiccation in a cemented backfill structure","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Desiccation; Multiphysics; Consolidation (business); Materials science; Pore water pressure; Geotechnical engineering; Environmental science; Composite material; Geology; Finite element method; Engineering; Ecology; Structural engineering","score_opus":0.04082997052085414,"score_gpt":0.360131809206084,"score_spread":0.3193018386852299,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766686447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.854708,0.0004235798,0.12064888,0.00031913817,0.00004336206,0.00012260323,0.0005659414,0.00050221157,0.022666125],"genre_scores_gemma":[0.9927239,0.000116708914,0.0037367605,0.000020403984,0.0000036949853,0.00006655583,0.0001040169,0.000028032799,0.0031999887],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998191,0.000027514563,0.000008401373,0.00004382932,0.000055194396,0.00004609668],"domain_scores_gemma":[0.9997731,0.000074235475,0.00005031884,0.000025643303,0.000049411134,0.00002731033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027659268,0.0005463674,0.00066249474,0.00054645486,0.0006159713,0.0011598621,0.0012635232,0.002128123,0.001759519],"category_scores_gemma":[0.00056325534,0.00048729568,0.0008005248,0.0004044412,0.0010619123,0.0007196036,0.00070553337,0.00051028805,0.00027213956],"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":[0.000012618527,0.000018907927,0.00053601054,0.000013620194,0.0000055607607,0.00007392418,0.000025314492,0.99539834,0.0024773215,0.0007081847,0.000042610896,0.00068763644],"study_design_scores_gemma":[0.00000391314,0.000011944838,0.00025482525,0.0000023337295,0.0000029929608,0.000010713769,0.00001120328,0.999012,0.00039778705,0.00015218242,0.00013654234,0.0000035292173],"about_ca_topic_score_codex":0.01569061,"about_ca_topic_score_gemma":0.006103093,"teacher_disagreement_score":0.01569061,"about_ca_system_score_codex":0.0011238,"about_ca_system_score_gemma":0.0011700568,"threshold_uncertainty_score":0.031198561},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000946305,0.99662673,0.00077602325,0.000092197326,0.00009233186,0.000008061346,0.000060302726,0.000010490471,0.0013875944],"genre_scores_gemma":[0.0037937597,0.9938856,0.0010828642,0.00005103662,0.000069342575,0.000010774236,0.00008370239,0.0000046735518,0.0010182585],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996408,0.000039468872,0.00006311789,0.00009724266,0.0001425053,0.000016773534],"domain_scores_gemma":[0.9990957,0.00040580868,0.00018725164,0.00002169028,0.00026657287,0.000023117076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075424503,0.0010581681,0.0015772178,0.003503475,0.00025483264,0.0010263313,0.0010498951,0.00093196303,0.002861923],"category_scores_gemma":[0.0011714307,0.00058089953,0.00079547975,0.0032784613,0.00044450237,0.0016055002,0.00041399492,0.0006664075,0.0015629758],"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":[0.000059704635,0.00007748513,0.00083693396,0.035040434,0.000118215175,0.00015132761,0.00009369176,0.0013750629,0.004955179,0.0020374293,0.005792523,0.949462],"study_design_scores_gemma":[0.000013523879,0.00047935868,0.006597072,0.009388083,0.000615829,0.0024177812,0.00037446115,0.0010405593,0.011166265,0.0021215102,0.9656685,0.000116899144],"about_ca_topic_score_codex":0.002168892,"about_ca_topic_score_gemma":0.0031609284,"teacher_disagreement_score":0.003503475,"about_ca_system_score_codex":0.00041347512,"about_ca_system_score_gemma":0.0008787853,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2768841103","doi":"10.36487/acg_rep/1710_27_lee","title":"Co-disposal of waste rock with backfill","year":2017,"lang":"en","type":"article","venue":"","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":"Golder Associates (Canada)","funders":"","keywords":"Dispose pattern; Mining engineering; Waste disposal; Excavation; Crusher; Waste management; Geotechnical engineering; Environmental science; Geology; Engineering","score_opus":0.012044873193100365,"score_gpt":0.20388417619237392,"score_spread":0.19183930299927357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768841103","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7400218,0.013907306,0.16685572,0.0011934526,0.0011565017,0.0013528111,0.0020778037,0.0038417897,0.069592655],"genre_scores_gemma":[0.8762547,0.0061813076,0.073017545,0.0005386324,0.00013363324,0.00045801682,0.0018472173,0.0005144325,0.04105454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997474,0.00023413791,0.0002032899,0.0003294589,0.0013740612,0.00038498352],"domain_scores_gemma":[0.99910694,0.00012379656,0.00013478857,0.0002491188,0.0002840745,0.000101194295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011868961,0.000866584,0.0012271964,0.002072195,0.0010440397,0.0024216902,0.001570982,0.0011083569,0.0073929857],"category_scores_gemma":[0.00116863,0.00048793637,0.0016397311,0.001906054,0.00073690026,0.002058058,0.00258523,0.0009446195,0.007806546],"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":[0.0018906733,0.0010614503,0.016451186,0.0060822386,0.00027129758,0.0053414553,0.00078493904,0.009331081,0.50907904,0.0055586435,0.011384818,0.43276316],"study_design_scores_gemma":[0.00008209443,0.0014014773,0.00455199,0.00046978856,0.00023717554,0.0044516963,0.0006597631,0.008068426,0.83762497,0.003212356,0.1391257,0.00011464444],"about_ca_topic_score_codex":0.0012315366,"about_ca_topic_score_gemma":0.003192935,"teacher_disagreement_score":0.0073929857,"about_ca_system_score_codex":0.00068596745,"about_ca_system_score_gemma":0.0011989647,"threshold_uncertainty_score":0.024731934},"labels":[],"label_agreement":null},{"id":"W2768954997","doi":"10.36487/acg_rep/1710_31_yang","title":"Numerical and limit equilibrium stability analyses of cemented mine backfill upon vertical exposure","year":2017,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","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":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Cohesion (chemistry); Geotechnical engineering; Planar; Slip (aerodynamics); Failure mode and effects analysis; Computer simulation; Shear (geology); Ultimate tensile strength; Mechanics; Geology; Materials science; Structural engineering; Engineering; Computer science; Composite material; Physics","score_opus":0.06661248380753236,"score_gpt":0.2754898729673104,"score_spread":0.20887738915977805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2768954997","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9683838,0.00021519265,0.024915611,0.000127208,0.000020040407,0.000034080356,0.00015302202,0.00013502601,0.0060159992],"genre_scores_gemma":[0.9949162,0.00006339518,0.003960812,0.000011451035,0.000004394764,0.000018338746,0.000051467214,0.000016755712,0.0009572988],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999874,0.000023248414,0.000007564554,0.000020162353,0.00003725862,0.000037703816],"domain_scores_gemma":[0.9992423,0.0003890611,0.00014636868,0.00004453324,0.0001258351,0.000051966024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046670213,0.0003331187,0.00046550448,0.001051942,0.00048381288,0.0005912763,0.00057243067,0.0008343192,0.0016754247],"category_scores_gemma":[0.0017631769,0.00020347742,0.0005592219,0.00037669227,0.0012058916,0.00043809923,0.0006802904,0.0003771691,0.00014954837],"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":[0.00013181746,0.000060195223,0.0049038846,0.00006701483,0.000015882935,0.00027628822,0.00015182488,0.9701516,0.015428301,0.0034199536,0.0001632311,0.0052299025],"study_design_scores_gemma":[0.0000054614693,0.000024195322,0.00063381507,0.0000034972109,0.000003008319,0.000018636028,0.000029212531,0.99737465,0.0014066636,0.00040281145,0.00009181709,0.000006210981],"about_ca_topic_score_codex":0.007999876,"about_ca_topic_score_gemma":0.004731204,"teacher_disagreement_score":0.007999876,"about_ca_system_score_codex":0.0006095297,"about_ca_system_score_gemma":0.0005286091,"threshold_uncertainty_score":0.015906632},"labels":[],"label_agreement":null},{"id":"W2770112543","doi":"10.14288/1.0314303","title":"Assessing reclamation ready tailings materials using outdoor terrestrial mesocosms","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Tailings Management and Properties","field":"Engineering","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":"Tailings; Land reclamation; Environmental science; Archaeology; Geography; Metallurgy","score_opus":0.0327264960266678,"score_gpt":0.2160808663151202,"score_spread":0.1833543702884524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2770112543","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99684083,0.000043599855,0.0015531247,0.000014956125,0.0000062733006,0.00020906446,0.00035092523,0.000021106467,0.00096000085],"genre_scores_gemma":[0.9867851,0.00018657473,0.009875749,0.00009770779,0.000008714399,0.0006054275,0.00086182385,0.000013966653,0.0015649041],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99947256,0.00008297739,0.000035135407,0.00023598257,0.00011380909,0.000059582493],"domain_scores_gemma":[0.99925476,0.0001648083,0.00014540246,0.00009951519,0.00020513582,0.0001303495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063724315,0.00043957322,0.00039128138,0.00023319478,0.0006618062,0.00053478335,0.00069769425,0.00050086837,0.0007190788],"category_scores_gemma":[0.00070802314,0.00013097096,0.00048527654,0.00027983106,0.0004061063,0.0005517853,0.00050368666,0.0006471771,0.00015084892],"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":[0.0013628791,0.0030108918,0.13079245,0.0002217622,0.00014158562,0.00032823387,0.00097409077,0.007189564,0.8259642,0.00017961743,0.00034078475,0.029493997],"study_design_scores_gemma":[0.00020762403,0.016592111,0.5952536,0.000041791376,0.00026412148,0.00018010635,0.0028647392,0.023423411,0.35455742,0.0005008036,0.006039937,0.00007427524],"about_ca_topic_score_codex":0.020369109,"about_ca_topic_score_gemma":0.058377873,"teacher_disagreement_score":0.020369109,"about_ca_system_score_codex":0.0014891337,"about_ca_system_score_gemma":0.00072632247,"threshold_uncertainty_score":0.040501118},"labels":[],"label_agreement":null},{"id":"W2772543334","doi":"10.1007/s10706-017-0423-5","title":"Simulation of Blast Induced Liquefaction Susceptibility of Subsurface Fill Mass","year":2017,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Liquefaction; Geotechnical engineering; Tailings; Silt; Hydrogeology; Geology; Pore water pressure; Rock mass classification; Compressibility; Mining engineering; Materials science; Engineering","score_opus":0.022548089228512116,"score_gpt":0.22604326685031548,"score_spread":0.20349517762180336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2772543334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990222,0.000040302988,0.004107317,0.00008697355,0.000016861524,0.000016570011,0.00032951127,0.00009449663,0.0050859917],"genre_scores_gemma":[0.99847764,0.000018932336,0.00047155356,0.000008703564,0.0000015053571,0.000008043243,0.00009516913,0.0000063787443,0.0009121532],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999244,0.000013137082,0.0000035356763,0.000012957658,0.000016125681,0.00002986938],"domain_scores_gemma":[0.99952304,0.0002699147,0.00005162935,0.000026460357,0.000072027404,0.000057089324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017519662,0.00041028613,0.0004061032,0.00043641467,0.00041313766,0.0004877741,0.0006027326,0.0010888184,0.0033530802],"category_scores_gemma":[0.0009721942,0.00025658237,0.00042057398,0.00037085297,0.0005121859,0.00037782118,0.00039764636,0.00046469734,0.00016320757],"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":[0.00008269776,0.00004818545,0.0022757181,0.000015038294,0.0000080866275,0.00010833221,0.000019418987,0.99460465,0.00159498,0.000307721,0.00009175737,0.000843524],"study_design_scores_gemma":[0.0000075894336,0.000028931883,0.0006824598,0.0000018906518,0.000002817329,0.0000072247594,0.000017814049,0.9985067,0.0006258104,0.00007359057,0.0000424004,0.0000027439964],"about_ca_topic_score_codex":0.024793213,"about_ca_topic_score_gemma":0.010675426,"teacher_disagreement_score":0.024793213,"about_ca_system_score_codex":0.0006366588,"about_ca_system_score_gemma":0.00082408864,"threshold_uncertainty_score":0.04929781},"labels":[],"label_agreement":null},{"id":"W2779340447","doi":"10.1139/cjes-2017-0186","title":"Real-time monitoring for structural health, public safety, and risk management of mine tailings dams","year":2017,"lang":"en","type":"article","venue":"Canadian Journal of Earth Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"BC Innovation Council; National Research Council Canada","funders":"","keywords":"Tailings; Work (physics); Stakeholder; Risk analysis (engineering); Stakeholder engagement; Business; Environmental planning; Engineering; Environmental economics; Environmental science","score_opus":0.0269823124079209,"score_gpt":0.25076913895093256,"score_spread":0.22378682654301166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2779340447","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8451464,0.0020778822,0.1279256,0.0015721758,0.000055635704,0.00048530486,0.0009513732,0.0011713977,0.020614168],"genre_scores_gemma":[0.97132653,0.00054865365,0.026075419,0.00006660909,0.000012948806,0.000062242005,0.00014960756,0.000011567243,0.0017463685],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99870527,0.00048532992,0.000041839274,0.000093812145,0.0005789569,0.00009484413],"domain_scores_gemma":[0.99790925,0.0007842432,0.00037126956,0.00011817374,0.000717733,0.00009934718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001998635,0.00024783067,0.00019129354,0.0008458247,0.0004433689,0.0007879167,0.00068504596,0.00044001758,0.0013242667],"category_scores_gemma":[0.0028828704,0.00012591851,0.00015184787,0.0005269249,0.00031999397,0.00064781704,0.00073925866,0.00027083553,0.000179043],"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":[0.00060417363,0.0003833972,0.18016934,0.0006678281,0.00007901473,0.0003145029,0.003049433,0.02606881,0.08129301,0.0028613447,0.005647914,0.6988612],"study_design_scores_gemma":[0.00010619914,0.0021228022,0.6112986,0.0006969896,0.00026995482,0.00068977755,0.010666819,0.2467191,0.07607231,0.005673082,0.045475066,0.00020925007],"about_ca_topic_score_codex":0.041742798,"about_ca_topic_score_gemma":0.099629164,"teacher_disagreement_score":0.041742798,"about_ca_system_score_codex":0.0012622561,"about_ca_system_score_gemma":0.0027104253,"threshold_uncertainty_score":0.08299965},"labels":[],"label_agreement":null},{"id":"W2791227495","doi":"10.22215/etd/2015-10922","title":"Microstructure and macroscopic behaviour of polymer amended oil sands mature fine tailings","year":2015,"lang":"en","type":"dissertation","venue":"","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":"Carleton University; University of Ottawa; Western University","funders":"","keywords":"Dewatering; Tailings; Flocculation; Consolidation (business); Geotechnical engineering; Oil sands; Centrifuge; Materials science; Polymer; Environmental science; Waste management; Composite material; Environmental engineering; Geology; Metallurgy; Asphalt; Engineering","score_opus":0.00686231923138812,"score_gpt":0.22296585433235233,"score_spread":0.21610353510096422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791227495","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99819535,0.00011866381,0.0002474839,0.00000876205,0.0000053985646,0.000008200407,0.00037535685,0.000013755696,0.0010271226],"genre_scores_gemma":[0.9973713,0.00012364553,0.0003042116,0.000013111489,0.0000029712712,0.0000062512145,0.00026110062,0.0000056304757,0.0019117428],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992824,0.0000025260292,0.000004315425,0.000018345707,0.000028925007,0.000017630027],"domain_scores_gemma":[0.99989426,0.000013554646,0.000026461325,0.000005252933,0.000034486606,0.000025987803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008047362,0.0001050841,0.00011081515,0.00024250272,0.00018131797,0.00024931785,0.000094973024,0.00015637223,0.0011877861],"category_scores_gemma":[0.00014130324,0.00013804964,0.00015792355,0.00017095916,0.00021119253,0.00013836051,0.000113879534,0.0003144092,0.00017662215],"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":[0.00013330934,0.000020928377,0.006310374,0.00003378466,0.0000068751438,0.00015176785,0.00008220301,0.00069386413,0.9904501,0.0000520345,0.000060382205,0.002004467],"study_design_scores_gemma":[0.000013362289,0.000418368,0.3953519,0.000021135205,0.000031072876,0.00027153533,0.0006402739,0.003710399,0.597199,0.0000919933,0.0022155656,0.000035459005],"about_ca_topic_score_codex":0.014995775,"about_ca_topic_score_gemma":0.02346464,"teacher_disagreement_score":0.014995775,"about_ca_system_score_codex":0.00036118506,"about_ca_system_score_gemma":0.00017131113,"threshold_uncertainty_score":0.029816985},"labels":[],"label_agreement":null},{"id":"W2791275867","doi":"10.4028/www.scientific.net/msf.916.184","title":"An Investigation into the Potential Use of Calcium Carbonate Nanoparticles in Mine Backfill","year":2018,"lang":"en","type":"article","venue":"Materials science forum","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":"McGill University","funders":"","keywords":"Materials science; Compressive strength; Curing (chemistry); Ground granulated blast-furnace slag; Calcium carbonate; Cement; Tailings; Superplasticizer; Portland cement; Composite material; Mineralogy; Metallurgy; Geology","score_opus":0.02075877227763971,"score_gpt":0.22647572289914314,"score_spread":0.2057169506215034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791275867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938631,0.0011385162,0.0023623272,0.00009285659,0.000013902789,0.00003973664,0.000056684145,0.000033466044,0.002399526],"genre_scores_gemma":[0.99542844,0.00061461277,0.0026462595,0.000029056764,0.00000362931,0.000009853847,0.000030253987,0.0000052618793,0.0012325417],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998678,0.00001854465,0.000008320663,0.000019904463,0.00005819103,0.000027250839],"domain_scores_gemma":[0.9998784,0.000029639215,0.000032543092,0.000009823064,0.000035597597,0.000013928314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002349281,0.00017520062,0.00016413396,0.00020861898,0.00018573686,0.00033629683,0.00024265469,0.00038879056,0.00072979985],"category_scores_gemma":[0.0001985873,0.00009256499,0.00022359175,0.00012758034,0.0001665303,0.00025696895,0.00016904269,0.00015993892,0.00013739264],"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":[0.00010787458,0.00004563317,0.0009384935,0.00011835508,0.000006827506,0.00011705968,0.000025583928,0.00031441517,0.9932985,0.00010032239,0.0000405435,0.0048864842],"study_design_scores_gemma":[0.00000436615,0.00037518208,0.00155683,0.0000063409198,0.0000143426205,0.00013665041,0.00005210318,0.00092239253,0.99534374,0.00001903509,0.001564898,0.0000040070245],"about_ca_topic_score_codex":0.0010968299,"about_ca_topic_score_gemma":0.0034953323,"teacher_disagreement_score":0.0010968299,"about_ca_system_score_codex":0.00026536512,"about_ca_system_score_gemma":0.00027161546,"threshold_uncertainty_score":0.0024414062},"labels":[],"label_agreement":null},{"id":"W2792113132","doi":"10.3390/min8030096","title":"Micropore Structure of Cement-Stabilized Gold Mine Tailings","year":2018,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Cement; Portland cement; Porosity; Curing (chemistry); Materials science; Mercury intrusion porosimetry; Porosimetry; Metallurgy; Mineralogy; Composite material; Porous medium; Geology","score_opus":0.011545120697997728,"score_gpt":0.20949014701813426,"score_spread":0.19794502632013652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792113132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99800295,0.00039947205,0.0011465943,0.0000061161845,0.0000043872233,0.000008831596,0.00014312509,0.000019771887,0.00026859946],"genre_scores_gemma":[0.9982305,0.00019067327,0.0007854659,0.000009584294,0.0000026065275,0.000008200993,0.00019023627,0.00000646065,0.0005762658],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991965,0.000007732539,0.0000048907123,0.00002484263,0.000025819783,0.000017064762],"domain_scores_gemma":[0.99981767,0.000052067593,0.000051983447,0.000009202352,0.000042970947,0.000026067324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115756964,0.00020167415,0.00011337408,0.00026723172,0.000093103044,0.0001663175,0.00013283848,0.00018012311,0.0006438335],"category_scores_gemma":[0.00024935708,0.00010479191,0.00013473595,0.00010126291,0.00018443269,0.00028071715,0.00011138182,0.00020955675,0.00011615612],"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":[0.000032933913,0.0000046994264,0.00046275134,0.00002236293,0.0000043992195,0.00002536661,0.000020507936,0.00007078981,0.9987041,0.000024934685,0.0000073267656,0.0006197082],"study_design_scores_gemma":[0.0000039857673,0.00023058352,0.024029555,0.000007901753,0.00001472763,0.00014749872,0.00006848073,0.0010544512,0.97351927,0.00003513098,0.0008783583,0.00001015246],"about_ca_topic_score_codex":0.0007855832,"about_ca_topic_score_gemma":0.0012085319,"teacher_disagreement_score":0.0007855832,"about_ca_system_score_codex":0.00012799427,"about_ca_system_score_gemma":0.0000996496,"threshold_uncertainty_score":0.0021538138},"labels":[],"label_agreement":null},{"id":"W2794533913","doi":"10.1080/17480930.2018.1453320","title":"Mathematical modelling of cemented tailings backfill: a review","year":2018,"lang":"en","type":"review","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Lakehead University","funders":"","keywords":"Multiphysics; Mathematical model; Mechanism (biology); Computer science; Engineering; Geotechnical engineering; Finite element method; Mathematics; Structural engineering; Physics","score_opus":0.06398745598062705,"score_gpt":0.26698325125761124,"score_spread":0.2029957952769842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2794533913","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018880359,0.9728055,0.01961857,0.00061189104,0.0003148945,0.000018031664,0.00011928634,0.00006663452,0.004557204],"genre_scores_gemma":[0.009596483,0.9833544,0.004919996,0.000122061836,0.00026902658,0.000020821271,0.00014043365,0.000014760973,0.0015620192],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99976975,0.000034528875,0.00003311735,0.000044253116,0.00010504478,0.000013371959],"domain_scores_gemma":[0.9994585,0.0002996498,0.00007064971,0.000024045723,0.00013159963,0.000015518868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059147016,0.0011628579,0.0013111201,0.0020817698,0.00029461566,0.0012922697,0.0013051503,0.0011190445,0.0025895701],"category_scores_gemma":[0.0010437404,0.00045879307,0.001052163,0.002213833,0.00050728297,0.0019002217,0.0006692191,0.0009639532,0.001290324],"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":[0.00005412384,0.0001880998,0.000996654,0.03227919,0.00024235096,0.00053238025,0.00027128926,0.040139616,0.008332026,0.06984895,0.018851884,0.8282635],"study_design_scores_gemma":[0.000011743141,0.0001944537,0.0010756284,0.005759191,0.00032140003,0.0016619719,0.00021864519,0.021739757,0.0054394063,0.02907378,0.9343901,0.0001137869],"about_ca_topic_score_codex":0.0014651937,"about_ca_topic_score_gemma":0.0013408273,"teacher_disagreement_score":0.0025895701,"about_ca_system_score_codex":0.00047708603,"about_ca_system_score_gemma":0.0012416301,"threshold_uncertainty_score":0.008662999},"labels":[],"label_agreement":null},{"id":"W2796343711","doi":"10.11159/icgre18.113","title":"Dice Method: A Novel Approach to Evaluate Stress States Across aRetaining Wall Backfill","year":2018,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dice; Stress (linguistics); Computer science; Structural engineering; Geotechnical engineering; Engineering; Mathematics; Geometry","score_opus":0.011732233860756225,"score_gpt":0.22104214854489151,"score_spread":0.2093099146841353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2796343711","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005007331,0.00010876329,0.99201584,0.000048058155,0.000029233122,0.00006521725,0.0001432904,0.0006267514,0.001955568],"genre_scores_gemma":[0.14477713,0.00042467783,0.84901977,0.00007470097,0.000045290977,0.00027943132,0.00048026326,0.00030174307,0.004597072],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995229,0.00006879433,0.00002910414,0.00006250608,0.00028692614,0.000029785631],"domain_scores_gemma":[0.99926513,0.0002170523,0.00007996727,0.00008825398,0.0003146428,0.000035041387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067106093,0.0009419471,0.00077894365,0.0019306294,0.00053294835,0.0010623812,0.0013178977,0.0010085972,0.004731357],"category_scores_gemma":[0.0016669465,0.00039350544,0.00042983246,0.0010760588,0.00062561914,0.0012169644,0.0007628891,0.0007521306,0.000829362],"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":[0.00023948879,0.00017354476,0.0048349467,0.0009570128,0.000119190394,0.0004521337,0.00047519576,0.3858214,0.07224703,0.052197374,0.009566722,0.47291592],"study_design_scores_gemma":[0.000015146829,0.00005245201,0.00073603104,0.00002797678,0.000011146631,0.0002353944,0.000073387186,0.9711448,0.012692529,0.004460979,0.010508185,0.00004199864],"about_ca_topic_score_codex":0.0015732612,"about_ca_topic_score_gemma":0.0024045452,"teacher_disagreement_score":0.004731357,"about_ca_system_score_codex":0.00040264273,"about_ca_system_score_gemma":0.0010360236,"threshold_uncertainty_score":0.015827954},"labels":[],"label_agreement":null},{"id":"W2800643694","doi":"10.1016/j.conbuildmat.2018.04.126","title":"Influence of structural factors on uniaxial compressive strength of cemented tailings backfill","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":157,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"First Quantum Minerals (Canada)","funders":"Fundamental Research Funds for the Central Universities; National Key Research and Development Program of China","keywords":"Compressive strength; Tailings; Materials science; Geotechnical engineering; Composite material; Geology; Metallurgy","score_opus":0.010219643893367013,"score_gpt":0.21752074702306942,"score_spread":0.2073011031297024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800643694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993351,0.00008656659,0.00014652671,0.000004782629,0.000002501991,0.0000015250044,0.000041208692,0.000005146458,0.00037653194],"genre_scores_gemma":[0.9997471,0.00002663698,0.00004212057,0.000002454516,8.770387e-7,8.7167626e-7,0.000028728857,0.0000020620548,0.00014921336],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976104,0.000033094995,0.000017871878,0.000037251957,0.00008248542,0.00006821282],"domain_scores_gemma":[0.99936837,0.0002548897,0.0001308905,0.00003606337,0.00015341022,0.00005636638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033992538,0.00029141674,0.00023903804,0.00031393536,0.000270367,0.00042064115,0.00021298826,0.0002736126,0.0017885588],"category_scores_gemma":[0.00081761874,0.00017777836,0.00026878226,0.000337139,0.000400382,0.00032677423,0.0001763097,0.00025332032,0.00020990551],"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":[0.0018096312,0.00013334243,0.017523482,0.00012793782,0.00003684117,0.0003541564,0.0001301495,0.009639905,0.9623111,0.00023151109,0.00012675567,0.0075752237],"study_design_scores_gemma":[0.000015464806,0.000937455,0.08706962,0.000013979098,0.00007966285,0.00014378573,0.00042695345,0.009770438,0.900585,0.000097248085,0.000830808,0.000029558665],"about_ca_topic_score_codex":0.002401355,"about_ca_topic_score_gemma":0.0052956366,"teacher_disagreement_score":0.002401355,"about_ca_system_score_codex":0.00031908188,"about_ca_system_score_gemma":0.00039404127,"threshold_uncertainty_score":0.005983293},"labels":[],"label_agreement":null},{"id":"W2801943366","doi":"10.3390/min8040167","title":"Strength Development and Microstructure Evolution of Cemented Tailings Backfill Containing Different Binder Types and Contents","year":2018,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tailings; Microstructure; Compressive strength; Cement; Materials science; Curing (chemistry); Portland cement; Reagent; Composite material; Ground granulated blast-furnace slag; Metallurgy; Chemistry","score_opus":0.013958863493360018,"score_gpt":0.19803636629609025,"score_spread":0.18407750280273025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2801943366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985232,0.00030259194,0.00053016713,0.0000069853977,0.0000034895806,0.000006807046,0.0001651239,0.000022155577,0.00043964773],"genre_scores_gemma":[0.9982597,0.00016732758,0.0007096345,0.000011270558,0.0000019497554,0.00001148713,0.00015930204,0.000009942022,0.00066939654],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979585,0.000019585086,0.000018440696,0.000041755182,0.00008906905,0.000035279827],"domain_scores_gemma":[0.9996996,0.000039098788,0.000115387105,0.000014765352,0.00007894099,0.00005230046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002936398,0.0003127619,0.00024259662,0.0005742216,0.00015907185,0.00023397134,0.00017157204,0.0002595831,0.001177809],"category_scores_gemma":[0.00032357528,0.00023119213,0.00023429841,0.00035476612,0.00027432884,0.00025393622,0.00015118414,0.00033787408,0.00014800984],"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":[0.00013438985,0.000013641867,0.0012784416,0.000036249683,0.000006795977,0.000053311644,0.000044942637,0.00028951903,0.9966466,0.000029068471,0.000015653652,0.0014514382],"study_design_scores_gemma":[0.000005551151,0.00040411417,0.028517291,0.000009393695,0.000023990202,0.00009208083,0.00009102377,0.0011916258,0.96900415,0.000019598356,0.0006291161,0.0000119680035],"about_ca_topic_score_codex":0.0017419701,"about_ca_topic_score_gemma":0.004323142,"teacher_disagreement_score":0.0017419701,"about_ca_system_score_codex":0.00025803273,"about_ca_system_score_gemma":0.00021336043,"threshold_uncertainty_score":0.003940165},"labels":[],"label_agreement":null},{"id":"W2802079893","doi":"10.1002/cjce.23227","title":"Flocculation‐assisted dewatering of fluid fine tailings using a volute screw press","year":2018,"lang":"en","type":"article","venue":"The Canadian Journal of Chemical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Canadian Natural Resources; Cumulative Environmental Management Association; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dewatering; Flocculation; Tailings; Volute; Filtration (mathematics); Filter press; Filter cake; Geotechnical engineering; Materials science; Geology; Environmental science; Filter (signal processing); Metallurgy; Engineering; Environmental engineering; Mechanical engineering; Mathematics; Impeller","score_opus":0.01897998226998368,"score_gpt":0.18902993881686198,"score_spread":0.1700499565468783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802079893","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9684899,0.0006772199,0.029250517,0.000047800768,0.000054628785,0.00011201084,0.00013061719,0.00030105407,0.00093622],"genre_scores_gemma":[0.981967,0.00042585676,0.015471315,0.000028725339,0.000011918244,0.000028167564,0.00011762201,0.000025225536,0.0019242401],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999803,0.000016584301,0.000020525296,0.000039433882,0.00009504877,0.000025521547],"domain_scores_gemma":[0.9998541,0.000024147917,0.000048389582,0.000015422613,0.000035338584,0.000022626034],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021302747,0.00052285736,0.00035601293,0.00040260574,0.00017158856,0.00043820305,0.00032565126,0.00025834143,0.000713713],"category_scores_gemma":[0.00028952555,0.00014458956,0.0002840293,0.0002863016,0.00027390703,0.00043850724,0.0002822431,0.00040442502,0.00025061364],"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":[0.000056826007,0.000032480013,0.00025000345,0.000050875486,0.000006727836,0.00003780525,0.00001638341,0.00042093257,0.99241203,0.000096858355,0.00003382448,0.006585228],"study_design_scores_gemma":[0.000007310307,0.00016252139,0.001099925,0.000002446179,0.0000070858723,0.000024125038,0.00001249059,0.0021586458,0.99538165,0.000012178855,0.0011252112,0.0000062040644],"about_ca_topic_score_codex":0.0020309195,"about_ca_topic_score_gemma":0.0042001195,"teacher_disagreement_score":0.0020309195,"about_ca_system_score_codex":0.00030981703,"about_ca_system_score_gemma":0.00031937344,"threshold_uncertainty_score":0.004038155},"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":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20929664,0.2584221,0.05356557,0.20873076,0.0135020185,0.00039479925,0.0021026242,0.0007502455,0.25323516],"genre_scores_gemma":[0.7655432,0.11730551,0.023694057,0.039166298,0.0041724113,0.0003073102,0.0011299162,0.00054385373,0.048137464],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99658316,0.00091750926,0.00029742316,0.0005938388,0.0012162223,0.00039184297],"domain_scores_gemma":[0.9937156,0.002448854,0.00131233,0.00024739225,0.0016654675,0.0006103949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004038135,0.0008728456,0.0010327793,0.0015422711,0.0021416773,0.008642972,0.001193912,0.003791218,0.011321341],"category_scores_gemma":[0.012198711,0.00065440877,0.0005007173,0.0010737395,0.005438014,0.009536681,0.0023156782,0.002775391,0.0056597716],"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":[0.00075104326,0.00028093997,0.02892684,0.010801288,0.00017546135,0.0060338327,0.014389773,0.0015736972,0.081537396,0.12698907,0.11608833,0.61245227],"study_design_scores_gemma":[0.000026018279,0.0003101013,0.013049904,0.0049239704,0.00019638831,0.008690291,0.040905096,0.0010911206,0.021633394,0.107800975,0.8011055,0.00026729092],"about_ca_topic_score_codex":0.0022990918,"about_ca_topic_score_gemma":0.0030369703,"teacher_disagreement_score":0.011321341,"about_ca_system_score_codex":0.001712714,"about_ca_system_score_gemma":0.0017263794,"threshold_uncertainty_score":0.037873626},"labels":[],"label_agreement":null},{"id":"W2802585882","doi":"10.14295/holos.v18i1.12247","title":"Efeitos da drenagem ácida de mina sobre a qualidade das águas subterrâneas: preceitos legais e técnicos","year":2018,"lang":"pt","type":"article","venue":"Holos Environment","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":"Université de Montréal","funders":"","keywords":"Environmental science; Humanities; Political science; Philosophy","score_opus":0.022165074992392203,"score_gpt":0.23829183263914228,"score_spread":0.21612675764675007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802585882","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99686986,0.0012986037,0.00040843443,0.000042556756,0.000010827849,0.000011235219,0.00023873852,0.000009867485,0.0011099048],"genre_scores_gemma":[0.99495775,0.0011842109,0.000801242,0.0000554533,0.0000050856506,0.000016231115,0.0002155245,0.000007912875,0.0027566585],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99979657,0.000023703846,0.000012609396,0.000060962528,0.00006567983,0.000040447005],"domain_scores_gemma":[0.99971575,0.000066468754,0.00007013099,0.000016792319,0.00008174005,0.00004919625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021715462,0.0002873194,0.00044778897,0.0002961197,0.00029307985,0.0007990329,0.00018350003,0.0004407281,0.0016515038],"category_scores_gemma":[0.00025560183,0.00017706766,0.000536841,0.000447373,0.00021057404,0.0003118734,0.000262523,0.00035351038,0.00021052567],"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":[0.001412468,0.00013506242,0.023665695,0.00044241868,0.00006379641,0.00013811207,0.00029759292,0.0006830269,0.9580943,0.0001509106,0.00007959395,0.014836996],"study_design_scores_gemma":[0.00004750957,0.00387912,0.39863193,0.00007934919,0.00034531133,0.00043397272,0.0015957559,0.004015182,0.57813394,0.0006425951,0.0121326195,0.000062852625],"about_ca_topic_score_codex":0.012217077,"about_ca_topic_score_gemma":0.023052847,"teacher_disagreement_score":0.012217077,"about_ca_system_score_codex":0.00075013237,"about_ca_system_score_gemma":0.0005187923,"threshold_uncertainty_score":0.024291933},"labels":[],"label_agreement":null},{"id":"W2807413313","doi":"10.1139/cgj-2017-0228","title":"Studies on thickened tailings deposition in flume tests using the computational fluid dynamics (CFD) method","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Government of Western Australia; China Scholarship Council; Australian Government","keywords":"Flume; Computational fluid dynamics; Geotechnical engineering; Mechanics; Deposition (geology); Geology; Rheology; Tailings; Viscosity; Dimensionless quantity; Volume of fluid method; Flow (mathematics); Sediment; Materials science; Composite material","score_opus":0.02912060716367197,"score_gpt":0.27746057060903123,"score_spread":0.24833996344535925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807413313","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952319,0.00010932098,0.0040844656,0.000013839625,0.000004806496,0.000016426531,0.00006314294,0.000022613338,0.00045350156],"genre_scores_gemma":[0.99650973,0.00010653918,0.0030603285,0.0000052984647,0.0000017535298,0.000010281701,0.00005256026,0.0000053035346,0.00024815506],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971086,0.000042247335,0.00002816024,0.000053729567,0.00011730055,0.000047772803],"domain_scores_gemma":[0.9992507,0.0003879266,0.000084045394,0.00006507421,0.00018391636,0.000028215813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005030799,0.00035785127,0.0005322463,0.0005163897,0.0004886902,0.0004314396,0.0004612296,0.0005892818,0.0007046417],"category_scores_gemma":[0.001337845,0.00018391553,0.0003113722,0.00045955114,0.00043335234,0.00044447064,0.0003393432,0.00042830704,0.00009627174],"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":[0.00042473603,0.00016142869,0.024109289,0.00028334698,0.000031771553,0.00088205014,0.0007502751,0.061120354,0.8888064,0.0004992374,0.00016129512,0.022769816],"study_design_scores_gemma":[0.000032916367,0.000987451,0.051598772,0.000035495286,0.00003708557,0.00036072935,0.00066114514,0.16966234,0.774981,0.00022889861,0.0013453022,0.00006888321],"about_ca_topic_score_codex":0.004261922,"about_ca_topic_score_gemma":0.0069418456,"teacher_disagreement_score":0.004261922,"about_ca_system_score_codex":0.000350539,"about_ca_system_score_gemma":0.000287848,"threshold_uncertainty_score":0.008474231},"labels":[],"label_agreement":null},{"id":"W2807997208","doi":"10.22531/muglajsci.383095","title":"SUSTAINABILITY AND TAILINGS MANAGEMENT IN THE MINING INDUSTRY: PASTE TECHNOLOGY","year":2018,"lang":"en","type":"article","venue":"Mugla Journal of Science and Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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; Sustainability; Mining industry; Environmental science; Waste management; Curing (chemistry); Mineral processing; Mining engineering; Engineering; Materials science; Metallurgy","score_opus":0.007924995747333484,"score_gpt":0.2234172088001722,"score_spread":0.21549221305283872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807997208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7435518,0.030915739,0.18077955,0.0028629778,0.0002120797,0.00019307813,0.000099936784,0.00026717375,0.04111767],"genre_scores_gemma":[0.95227236,0.008745765,0.03228437,0.00019565498,0.00005770702,0.000039709026,0.000033418524,0.000022041078,0.00634902],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996575,0.000056549463,0.000015681891,0.00006151666,0.0001783641,0.000030300258],"domain_scores_gemma":[0.99981385,0.000047929236,0.000044330933,0.000018641224,0.00005647218,0.000018714542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033362495,0.0002949352,0.00028761264,0.00071785424,0.00032595874,0.0012586771,0.00042110335,0.0010339086,0.0009768128],"category_scores_gemma":[0.00044421497,0.00014017316,0.0002947266,0.0006168328,0.00067815714,0.0017153176,0.00078281417,0.0005785495,0.0002813562],"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":[0.00013946048,0.0002797904,0.009057009,0.0012643571,0.0000327234,0.0014653638,0.0006285296,0.0066925553,0.7161382,0.030140175,0.0006197333,0.23354208],"study_design_scores_gemma":[0.00003432201,0.0020996337,0.015114401,0.00038921263,0.00014898581,0.0036852546,0.0023835525,0.029257895,0.84331197,0.030333463,0.07315771,0.0000836095],"about_ca_topic_score_codex":0.0002769716,"about_ca_topic_score_gemma":0.0006360678,"teacher_disagreement_score":0.0012586771,"about_ca_system_score_codex":0.00043373404,"about_ca_system_score_gemma":0.00046610634,"threshold_uncertainty_score":0.0032677054},"labels":[],"label_agreement":null},{"id":"W2808006477","doi":"10.18063/nn.v2i1.378","title":"Designing Paste Thickeners for Copper Flotation Tailings, Using Bed depth Scale-up Factor","year":2018,"lang":"ca","type":"article","venue":"Nanoscience and Nanotechnology","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":"Queen's University","funders":"","keywords":"Tailings; Flocculation; Volume (thermodynamics); Materials science; Copper; Environmental science; Pulp and paper industry; Metallurgy; Environmental engineering; Engineering","score_opus":0.03184793315334474,"score_gpt":0.26144446549689626,"score_spread":0.2295965323435515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808006477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91615236,0.0030622764,0.07479635,0.00013482691,0.00007729437,0.00068059965,0.000376921,0.0003962557,0.0043231393],"genre_scores_gemma":[0.8779615,0.0016918113,0.11701017,0.00008293517,0.000028763136,0.0002888903,0.0003524859,0.00007285465,0.0025106012],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997255,0.00003327218,0.00003862074,0.000058896163,0.00011224724,0.00003136758],"domain_scores_gemma":[0.99967635,0.00004107666,0.00011806393,0.000025396052,0.00010945213,0.00002973378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043082336,0.0009048015,0.00046679782,0.0010501712,0.0002336882,0.00056467956,0.00051286,0.00051755924,0.0011813315],"category_scores_gemma":[0.0006895439,0.0002701977,0.00062271074,0.00060666347,0.00016321037,0.001035138,0.0003593884,0.00047340532,0.0005395789],"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":[0.00013034766,0.0001521852,0.0013749267,0.0004522143,0.000020393618,0.00010160756,0.000038691687,0.0010667316,0.9654515,0.00014910438,0.000120393444,0.030941835],"study_design_scores_gemma":[0.00007279487,0.002840578,0.012083907,0.000062525214,0.00015108917,0.00025423637,0.00012022811,0.004066995,0.9729706,0.0001657043,0.0071800523,0.000031112595],"about_ca_topic_score_codex":0.00069546635,"about_ca_topic_score_gemma":0.0023043412,"teacher_disagreement_score":0.0011813315,"about_ca_system_score_codex":0.0002935712,"about_ca_system_score_gemma":0.0002636402,"threshold_uncertainty_score":0.0039519668},"labels":[],"label_agreement":null},{"id":"W2809130931","doi":"10.7939/r3542jq2j","title":"Investigation of Cemented Rockfill Properties Used at a Canadian Diamond Mine","year":2018,"lang":"en","type":"article","venue":"University of Alberta Library","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"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":"Geology; Mining engineering; Geotechnical engineering","score_opus":0.01342968094265384,"score_gpt":0.13499162477859927,"score_spread":0.12156194383594543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809130931","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99884975,0.000060677245,0.00016519461,0.000009840547,0.0000010989095,0.000014087561,0.00018111062,0.0000068018476,0.00071146444],"genre_scores_gemma":[0.9976827,0.00015733785,0.00068618974,0.000009758402,6.5934984e-7,0.000009194216,0.0002177178,0.000007119756,0.0012292771],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99935406,0.000016482349,0.000019739267,0.00008039719,0.0004323929,0.00009677095],"domain_scores_gemma":[0.9994018,0.000045909535,0.00005273513,0.000024106832,0.00041802603,0.000057360823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046725277,0.00036277922,0.00040860887,0.0012593493,0.0017831365,0.0007417045,0.0006783731,0.00042034214,0.00085079065],"category_scores_gemma":[0.000530529,0.00024816502,0.0003449132,0.001364733,0.0007952289,0.0003005768,0.00035260263,0.00039128755,0.00021881006],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035332653,0.00015049709,0.07374023,0.00017388313,0.000029469593,0.0009669876,0.0014759199,0.0016230993,0.9046079,0.0002729541,0.00022904994,0.016376806],"study_design_scores_gemma":[0.000017579237,0.0009631085,0.5373141,0.000038501712,0.00008117495,0.00063647114,0.006117589,0.0033533515,0.44569388,0.000098317,0.005605229,0.00008066469],"about_ca_topic_score_codex":0.42741433,"about_ca_topic_score_gemma":0.7460785,"teacher_disagreement_score":0.5725857,"about_ca_system_score_codex":0.002926121,"about_ca_system_score_gemma":0.003160243,"threshold_uncertainty_score":0.849853},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11455173,0.0008086298,0.8807182,0.000052868258,0.00007077537,0.0002006357,0.00027336672,0.001074835,0.0022489997],"genre_scores_gemma":[0.8951019,0.00035110282,0.0979974,0.000046657176,0.00007081946,0.00025065712,0.0008694529,0.00028258516,0.0050294525],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99525034,0.0005797818,0.00044506413,0.00048295085,0.002938118,0.00030380016],"domain_scores_gemma":[0.99029374,0.0029575534,0.0014322745,0.00069638825,0.004307838,0.00031212377],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003286939,0.0015680514,0.0013317614,0.0038706595,0.0004244577,0.0007637732,0.002451023,0.0017781681,0.00213912],"category_scores_gemma":[0.007040079,0.00027675412,0.0014798526,0.00062342157,0.0009730611,0.0013868528,0.0010675453,0.00082703825,0.00104231],"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":[0.00082686334,0.00027542457,0.013067195,0.0011238427,0.00013306092,0.0012122173,0.0004064274,0.33496428,0.5297122,0.012697854,0.0016195291,0.103961185],"study_design_scores_gemma":[0.0000312188,0.001215175,0.012620816,0.000078310666,0.00008747492,0.0010311661,0.00009009738,0.8108848,0.1622392,0.005061426,0.0064242342,0.00023601564],"about_ca_topic_score_codex":0.001320164,"about_ca_topic_score_gemma":0.0012416205,"teacher_disagreement_score":0.0038706595,"about_ca_system_score_codex":0.0008579816,"about_ca_system_score_gemma":0.00072081503,"threshold_uncertainty_score":0.017383218},"labels":[],"label_agreement":null},{"id":"W2809285939","doi":"10.1061/9780784481684.029","title":"Effects of Atmospheric Drying and Consolidation of Flocculated Thickened Tailings and Centrifuged Cake on Near-Surface Shear Strength","year":2018,"lang":"en","type":"article","venue":"PanAm Unsaturated Soils 2017","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":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Consolidation (business); Centrifuge; Environmental science; Geotechnical engineering; Flocculation; Waste management; Materials science; Environmental engineering; Metallurgy; Geology; Engineering","score_opus":0.006960787407838998,"score_gpt":0.20218599764675352,"score_spread":0.1952252102389145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2809285939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988236,0.0005434978,0.00015309003,0.000007685355,0.000015506954,0.000012088916,0.00006899296,0.000013826847,0.00036167933],"genre_scores_gemma":[0.997971,0.00045108172,0.0007231973,0.00002459404,0.000008805915,0.000008646223,0.00012944246,0.000012875073,0.000670406],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996977,0.000027646198,0.00003510674,0.000052992662,0.00012602314,0.000060633734],"domain_scores_gemma":[0.9993525,0.00014747823,0.00017025207,0.00004734375,0.00018311337,0.00009932316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003674501,0.00050552306,0.00046328694,0.00041874938,0.00030446466,0.0004421797,0.00029927518,0.0003528412,0.0016024726],"category_scores_gemma":[0.0006537358,0.00026638847,0.0006033976,0.00043534394,0.00033348633,0.00037349018,0.00020669485,0.00082357874,0.00022890682],"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":[0.001468499,0.0002861777,0.0025400624,0.00016601455,0.00006641313,0.0001505299,0.000099676916,0.0011992515,0.98784167,0.000050890616,0.00007431531,0.0060565853],"study_design_scores_gemma":[0.000030704847,0.002347463,0.027212573,0.000020128207,0.000101470425,0.0000798603,0.00013293489,0.0013888754,0.96790177,0.00001879633,0.00074107765,0.000024395347],"about_ca_topic_score_codex":0.004110554,"about_ca_topic_score_gemma":0.009173032,"teacher_disagreement_score":0.004110554,"about_ca_system_score_codex":0.00030464874,"about_ca_system_score_gemma":0.0003093421,"threshold_uncertainty_score":0.008173227},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969561,0.00009376947,0.00040049857,0.000014084231,0.0000070763385,0.000043873944,0.0002913253,0.000067087996,0.0021262176],"genre_scores_gemma":[0.9846764,0.00010829755,0.0017195125,0.000020472908,0.0000018470375,0.00002147524,0.0005912166,0.000029326451,0.012831397],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99931073,0.000018353116,0.000018507699,0.00012090229,0.00045901348,0.00007254908],"domain_scores_gemma":[0.999099,0.00006124528,0.00004944021,0.00005871349,0.0005722667,0.00015930831],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052803505,0.0005131363,0.00042800297,0.0006488764,0.0012764327,0.00048632282,0.00095007755,0.000435252,0.005170416],"category_scores_gemma":[0.00066309416,0.00035108146,0.0003054281,0.00046402833,0.00044590412,0.00029795675,0.00032528662,0.00023185038,0.00124457],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029300163,0.00047109587,0.046675652,0.00021844062,0.000035983954,0.00070756336,0.0009358649,0.004825363,0.8887738,0.000108636326,0.0022658517,0.052051634],"study_design_scores_gemma":[0.00020226433,0.014457358,0.62135756,0.00006389671,0.00009308112,0.00068423373,0.0020452992,0.009671312,0.3355878,0.00005654848,0.015682146,0.00009856523],"about_ca_topic_score_codex":0.2105281,"about_ca_topic_score_gemma":0.61814594,"teacher_disagreement_score":0.78947186,"about_ca_system_score_codex":0.0026403617,"about_ca_system_score_gemma":0.0018262254,"threshold_uncertainty_score":0.4186054},"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":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16757376,0.6412958,0.123057134,0.0024803195,0.001448511,0.0007554029,0.001366618,0.0015150564,0.060507465],"genre_scores_gemma":[0.3650058,0.49329305,0.07097974,0.0015084776,0.0005269304,0.0004575549,0.0020563921,0.0004381152,0.06573398],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993419,0.000066114975,0.00007872829,0.00011555512,0.00032989992,0.000067738176],"domain_scores_gemma":[0.9997131,0.000064338594,0.00008794881,0.000016435442,0.00010151801,0.000016608165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055722886,0.0007179535,0.0007450958,0.0017732558,0.0002857393,0.0011748127,0.001142227,0.0008517839,0.003519916],"category_scores_gemma":[0.0006124288,0.00020949163,0.00061609014,0.0013519789,0.0003095802,0.0013869565,0.0007451302,0.000706207,0.0020750684],"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":[0.00020486888,0.0001946828,0.002130712,0.01564466,0.00014661971,0.0005468286,0.000259571,0.0057274695,0.11732959,0.0037874768,0.009205848,0.8448217],"study_design_scores_gemma":[0.000056430905,0.0012825475,0.013021168,0.0046160044,0.000376493,0.002221295,0.0007486079,0.0059025157,0.19068696,0.0052828933,0.775701,0.00010407093],"about_ca_topic_score_codex":0.0016514891,"about_ca_topic_score_gemma":0.0036430315,"teacher_disagreement_score":0.003519916,"about_ca_system_score_codex":0.00067663233,"about_ca_system_score_gemma":0.0005956968,"threshold_uncertainty_score":0.011775315},"labels":[],"label_agreement":null},{"id":"W2811066011","doi":"10.14288/1.0314301","title":"Combined tailings and mine waste","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Waste management; Environmental science; Hazardous waste; Mining engineering; Geology; Engineering; Metallurgy","score_opus":0.007919360145029912,"score_gpt":0.15177479582352163,"score_spread":0.1438554356784917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811066011","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9607412,0.0018756969,0.020773154,0.00010196514,0.00012699065,0.00010285663,0.00020750223,0.00025337175,0.015817344],"genre_scores_gemma":[0.9678022,0.000834699,0.016350027,0.00010152,0.00002835897,0.000034730332,0.00018028216,0.00006790382,0.014600218],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995359,0.00003779787,0.00004515278,0.000084001345,0.0002156462,0.00008143499],"domain_scores_gemma":[0.9997609,0.000027506874,0.00004893283,0.00005445821,0.00007155687,0.000036565623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002626439,0.00043599762,0.00032217594,0.0010972677,0.00039552955,0.00089058094,0.0004368977,0.00046711983,0.0027448563],"category_scores_gemma":[0.00030249055,0.00029567734,0.00039016287,0.00089497544,0.00031303993,0.0007912759,0.0010941911,0.00043859382,0.0009238093],"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":[0.00041315795,0.00017680072,0.0058531216,0.00042930114,0.000057769907,0.000812367,0.00015775615,0.0021451318,0.9090184,0.0011558159,0.0006576365,0.07912277],"study_design_scores_gemma":[0.000020686248,0.00084137014,0.005297048,0.000050865674,0.0000691878,0.00084561267,0.00018271618,0.002570889,0.97297466,0.0003711349,0.016756253,0.000019567628],"about_ca_topic_score_codex":0.00094398163,"about_ca_topic_score_gemma":0.005096539,"teacher_disagreement_score":0.0027448563,"about_ca_system_score_codex":0.0002814957,"about_ca_system_score_gemma":0.00030745188,"threshold_uncertainty_score":0.009182453},"labels":[],"label_agreement":null},{"id":"W2882983479","doi":"10.1088/1742-6596/1049/1/012104","title":"The computer program Tailings-DEM™ modeling the strength properties of Musselwhite tailings matrices","year":2018,"lang":"en","type":"article","venue":"Journal of Physics Conference Series","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":"Concordia University","funders":"Concordia University","keywords":"Tailings; Tailings dam; Coal mining; Environmental science; Demolition; Mining engineering; Geotechnical engineering; Waste management; Coal; Engineering; Civil engineering; Materials science; Metallurgy","score_opus":0.024781426747593715,"score_gpt":0.21796633394453896,"score_spread":0.19318490719694525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2882983479","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08829635,0.00014002262,0.8672987,0.00017285011,0.00008297276,0.0002055553,0.0020257577,0.019950911,0.021826843],"genre_scores_gemma":[0.5015698,0.0003748065,0.4734516,0.00017977718,0.000036265894,0.00078425114,0.003423551,0.0017071936,0.018472753],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992514,0.000009924495,0.0000055639844,0.000022309341,0.00002593646,0.000011069358],"domain_scores_gemma":[0.99979633,0.0001006848,0.000017201632,0.000018626983,0.000055225097,0.000012020074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020250308,0.0006380192,0.00035771177,0.00024279262,0.0003281354,0.00046009227,0.0010576738,0.00069456693,0.0074652247],"category_scores_gemma":[0.00057392614,0.00029578138,0.00054446724,0.0002859429,0.00026636993,0.0005396653,0.00040089112,0.0006453484,0.0010830536],"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":[0.00018621323,0.0001408006,0.004570551,0.00030930806,0.000080398015,0.0002769023,0.0002492514,0.8630716,0.025155546,0.017566474,0.011187715,0.07720522],"study_design_scores_gemma":[0.000025719899,0.000020238052,0.00028263615,0.000007697654,0.000008403553,0.00003785837,0.000010502628,0.98498046,0.00511217,0.0012670136,0.008239933,0.0000073722554],"about_ca_topic_score_codex":0.0057578683,"about_ca_topic_score_gemma":0.005320933,"teacher_disagreement_score":0.0074652247,"about_ca_system_score_codex":0.00031772742,"about_ca_system_score_gemma":0.00078396307,"threshold_uncertainty_score":0.02497363},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95304686,0.0027110975,0.0388356,0.00008806553,0.00006899533,0.00012446905,0.0003476669,0.00036995485,0.0044072466],"genre_scores_gemma":[0.9651262,0.0011947639,0.027830357,0.00006737549,0.000016288785,0.000071479604,0.00045395462,0.000073595795,0.0051659597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999119,0.000013374664,0.0000056631516,0.00001826425,0.000038685008,0.000011956259],"domain_scores_gemma":[0.9999082,0.000026004827,0.000026493988,0.000008612116,0.000017058479,0.000013659453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010247178,0.00034552798,0.00018977874,0.00030219826,0.000097758086,0.0002184138,0.00017186873,0.00033926233,0.0017609324],"category_scores_gemma":[0.00017059618,0.00013699467,0.00022556983,0.0001790435,0.00012201346,0.00026242842,0.00015931684,0.0003467838,0.0006994088],"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":[0.000016736762,0.000005689104,0.00005224139,0.00004024605,0.0000015230634,0.000038479815,0.000004729928,0.00004498686,0.9977709,0.000020850941,0.000010473747,0.0019930764],"study_design_scores_gemma":[0.0000028266602,0.00023192962,0.00093656225,0.000006591992,0.000007859034,0.00024221765,0.000008841678,0.0004176844,0.9965197,0.000019786796,0.001602632,0.0000033567933],"about_ca_topic_score_codex":0.00010653488,"about_ca_topic_score_gemma":0.0002919682,"teacher_disagreement_score":0.0017609324,"about_ca_system_score_codex":0.0000665974,"about_ca_system_score_gemma":0.000100131576,"threshold_uncertainty_score":0.005890906},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991658,0.0001297207,0.00050040917,0.000004847648,9.846144e-7,0.0000025471431,0.000028454497,0.0000061058167,0.00016122969],"genre_scores_gemma":[0.9993469,0.00010678669,0.00029865158,0.0000031311995,5.858781e-7,0.0000017487321,0.000034304747,0.0000024009275,0.00020553777],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999118,0.000009301922,0.000008583677,0.00002115169,0.00003177823,0.000017331686],"domain_scores_gemma":[0.9998313,0.00003499106,0.000070873626,0.000012938992,0.000032184587,0.000017597213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020949481,0.00024156952,0.00016277954,0.00027949378,0.000127283,0.0003047164,0.00023453732,0.00024131515,0.00047801237],"category_scores_gemma":[0.00029802095,0.00017675389,0.00021988376,0.00019145139,0.00021194336,0.0003372012,0.0002588772,0.00022863131,0.0001125082],"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":[0.00017666088,0.000034895475,0.030299041,0.000087876426,0.000022435182,0.00022082105,0.00012459078,0.009438983,0.9507873,0.00012856767,0.000030338944,0.0086484505],"study_design_scores_gemma":[0.000010389797,0.00066760625,0.17552163,0.0000144273645,0.000036842725,0.00021825336,0.00021704861,0.020452626,0.8019421,0.00019214228,0.0007026356,0.000024253193],"about_ca_topic_score_codex":0.003288158,"about_ca_topic_score_gemma":0.0075763487,"teacher_disagreement_score":0.003288158,"about_ca_system_score_codex":0.000357935,"about_ca_system_score_gemma":0.000121950405,"threshold_uncertainty_score":0.0065380335},"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":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873819,0.0000976097,0.005686608,0.00029869337,0.00001328294,0.0001578647,0.00011229902,0.00019432178,0.0060574193],"genre_scores_gemma":[0.9744727,0.00017633036,0.012318317,0.000061025497,0.0000123945465,0.000037085985,0.0002725277,0.00011888312,0.012530685],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99813867,0.00040453108,0.00013626773,0.00016388533,0.0009901957,0.00016647424],"domain_scores_gemma":[0.99794644,0.0006209143,0.00014178468,0.00029221096,0.00080433587,0.00019430171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028153572,0.00038257663,0.0005823352,0.000516137,0.0015776437,0.0009846325,0.0006952729,0.00061625574,0.0035891111],"category_scores_gemma":[0.0036019923,0.00041497938,0.0002356327,0.00059183215,0.00074826,0.001212515,0.0007668593,0.0007934531,0.00079483],"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":[0.002287188,0.0030724572,0.068199255,0.0008533167,0.00007236423,0.0063055297,0.036187336,0.019525731,0.3325811,0.0016170421,0.008165114,0.5211336],"study_design_scores_gemma":[0.00048574287,0.022704199,0.22980615,0.00016138605,0.00028753665,0.0069758818,0.037865087,0.031200387,0.50079495,0.0013762288,0.16791077,0.0004317762],"about_ca_topic_score_codex":0.011759337,"about_ca_topic_score_gemma":0.028979147,"teacher_disagreement_score":0.011759337,"about_ca_system_score_codex":0.0016947963,"about_ca_system_score_gemma":0.0019033254,"threshold_uncertainty_score":0.02338177},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9875131,0.0007646531,0.0008105857,0.00012429533,0.0000340601,0.000048061076,0.000051671435,0.00002543385,0.01062809],"genre_scores_gemma":[0.98117995,0.00070480444,0.004001124,0.00008907897,0.000013969381,0.000011754472,0.00015910302,0.000047760954,0.013792448],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9992762,0.00010082994,0.000029624925,0.00012445232,0.00037814994,0.00009075304],"domain_scores_gemma":[0.9995468,0.00008209119,0.00004130907,0.0000777621,0.00017333649,0.0000785414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010170998,0.00024781862,0.00032246386,0.00036299543,0.0011838819,0.0009901875,0.00087679713,0.0005821569,0.0016658147],"category_scores_gemma":[0.0012195563,0.00021137203,0.00023052056,0.00026258559,0.0005580814,0.0005467411,0.0010270199,0.0005891431,0.00025931915],"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":[0.0014080639,0.0025665518,0.118054435,0.0008914413,0.00013886984,0.017940613,0.020947205,0.0055088312,0.45689073,0.0017673362,0.005706898,0.36817902],"study_design_scores_gemma":[0.00025632346,0.011187776,0.45805058,0.00045374857,0.00013756128,0.017749412,0.031526733,0.0074197073,0.24223137,0.0009756467,0.2298156,0.00019548996],"about_ca_topic_score_codex":0.051832963,"about_ca_topic_score_gemma":0.17898639,"teacher_disagreement_score":0.051832963,"about_ca_system_score_codex":0.0012751265,"about_ca_system_score_gemma":0.0009076911,"threshold_uncertainty_score":0.10306257},"labels":[],"label_agreement":null},{"id":"W2884671213","doi":"10.1088/1742-6596/1049/1/012038","title":"Experimental and Computational Assessment of the Strength Properties of Mont Wright Tailings Matrices for Use as Road Materials","year":2018,"lang":"en","type":"article","venue":"Journal of Physics Conference Series","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":"Concordia University","funders":"Concordia University","keywords":"Tailings; Weathering; Geotechnical engineering; Wright; Environmental science; Geology; Materials science; Engineering; Metallurgy; Geomorphology","score_opus":0.027820771254526755,"score_gpt":0.25159931841980504,"score_spread":0.22377854716527829,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884671213","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.995141,0.00003417976,0.0018629464,0.000021809117,0.0000047955537,0.000026203132,0.00043522127,0.0000498716,0.0024240029],"genre_scores_gemma":[0.9966156,0.000031761767,0.0024933808,0.000005357969,0.0000012872792,0.000021836913,0.00021474359,0.0000064577566,0.00060946605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982053,0.000020859747,0.000012126722,0.000024108034,0.0001020398,0.000020394396],"domain_scores_gemma":[0.9993267,0.0002485148,0.00007026234,0.00009900869,0.00023029083,0.000025215031],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039166427,0.0002642822,0.0001757171,0.00032385674,0.00032916493,0.00022220163,0.00049750553,0.00038529755,0.0030520875],"category_scores_gemma":[0.00074700505,0.00017252582,0.00016930207,0.00035564724,0.00038106917,0.00028534268,0.00023530156,0.0002502989,0.00021985317],"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":[0.0007748155,0.00045264425,0.019743005,0.0003217706,0.000028817249,0.00044010996,0.00037285307,0.26905718,0.6778611,0.0012567313,0.0010759156,0.028615078],"study_design_scores_gemma":[0.000059135935,0.0014735472,0.03060997,0.000025802174,0.00003323977,0.00018290995,0.00039288297,0.3569114,0.6071848,0.00033742154,0.0027416782,0.00004714633],"about_ca_topic_score_codex":0.004244571,"about_ca_topic_score_gemma":0.012698353,"teacher_disagreement_score":0.004244571,"about_ca_system_score_codex":0.0003313402,"about_ca_system_score_gemma":0.00034917935,"threshold_uncertainty_score":0.010210216},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6593839,0.00012245469,0.3366358,0.000053996497,0.000012837492,0.00007828166,0.00030973606,0.001127129,0.002275832],"genre_scores_gemma":[0.9758497,0.0000610324,0.022778071,0.000006648622,0.0000018676536,0.000054259428,0.00014508283,0.00005689789,0.0010465049],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989605,0.0000148526315,0.0000059275294,0.000023096003,0.000048600938,0.000011359619],"domain_scores_gemma":[0.9997595,0.000114402144,0.000038132865,0.000032016513,0.000044351018,0.000011632208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021225862,0.00047863953,0.00039525254,0.00029457154,0.00023210298,0.00041621728,0.0005597526,0.000841456,0.0010068623],"category_scores_gemma":[0.0005481437,0.00041605716,0.0004978831,0.00019332927,0.00029415704,0.00053374673,0.00022173583,0.0003594696,0.00036995113],"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":[0.00003503757,0.000032593267,0.0026580838,0.00003079025,0.0000075305434,0.000040571096,0.000026960945,0.96064276,0.028238056,0.00021701373,0.00006409367,0.008006515],"study_design_scores_gemma":[0.000004055119,0.000024756968,0.00092839793,0.0000012805177,0.0000031985464,0.000016107608,0.0000062757463,0.989301,0.009490144,0.00009036148,0.00013014063,0.0000042513866],"about_ca_topic_score_codex":0.0055923667,"about_ca_topic_score_gemma":0.006408957,"teacher_disagreement_score":0.0055923667,"about_ca_system_score_codex":0.0004968134,"about_ca_system_score_gemma":0.00062893296,"threshold_uncertainty_score":0.011119664},"labels":[],"label_agreement":null},{"id":"W2885425951","doi":"10.3390/min8080352","title":"Evaluation of Viscosity, Strength and Microstructural Properties of Cemented Tailings Backfill","year":2018,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":99,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"First Quantum Minerals (Canada)","funders":"Fundamental Research Funds for the Central Universities; China Postdoctoral Science Foundation","keywords":"Tailings; Microstructure; Materials science; Slurry; Consolidation (business); Compressive strength; Cement; Porosity; Silicate; Viscosity; Curing (chemistry); Composite material; Geotechnical engineering; Metallurgy; Geology; Chemical engineering","score_opus":0.03273548446142747,"score_gpt":0.237079121671333,"score_spread":0.20434363720990553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885425951","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967938,0.00033001293,0.0023661142,0.000009927195,0.0000038167336,0.000010634391,0.00011789977,0.000020767939,0.00034708533],"genre_scores_gemma":[0.9975739,0.00015273935,0.001733372,0.000006746005,0.0000029656858,0.00000825361,0.00011929059,0.0000111414765,0.00039161544],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970514,0.000029774872,0.000022121236,0.000038398863,0.00017580207,0.00002877152],"domain_scores_gemma":[0.9995493,0.00007845274,0.0001505713,0.000021446907,0.00016582568,0.000034296776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042740523,0.00026347156,0.00027151214,0.0007124698,0.00018786709,0.0002815886,0.00016687381,0.00020517388,0.0005846552],"category_scores_gemma":[0.00061065867,0.00014271369,0.00023358974,0.0003252302,0.00022701111,0.00039726196,0.00019387587,0.00021447284,0.00011821992],"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":[0.00013013516,0.0000255367,0.012215174,0.00008592047,0.00001230332,0.00008961545,0.00008293656,0.0005423747,0.9794972,0.000050627466,0.00002365383,0.007244512],"study_design_scores_gemma":[0.000004984379,0.000517216,0.060208503,0.000013081067,0.00004484568,0.00020019394,0.00023290551,0.003613947,0.9339035,0.000056993547,0.001185458,0.00001835751],"about_ca_topic_score_codex":0.0011755779,"about_ca_topic_score_gemma":0.0028855023,"teacher_disagreement_score":0.0011755779,"about_ca_system_score_codex":0.00025696773,"about_ca_system_score_gemma":0.00022877853,"threshold_uncertainty_score":0.0023374557},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67014074,0.0003389912,0.3231576,0.00009649988,0.000039893304,0.00015865866,0.0007948044,0.002281707,0.0029910924],"genre_scores_gemma":[0.9017146,0.00013626601,0.09707843,0.000020951267,0.000009743885,0.000074095304,0.0001897301,0.00004864213,0.0007275575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969923,0.00005581111,0.000017324088,0.00007497539,0.0001274556,0.000025309491],"domain_scores_gemma":[0.9993936,0.000198483,0.00011451044,0.000094815594,0.00016521143,0.000033356806],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043983935,0.00040707088,0.00040735988,0.00059933704,0.0002438654,0.0004453634,0.00052058796,0.00071088644,0.0016572343],"category_scores_gemma":[0.0008581656,0.00024858394,0.00014692401,0.00033018546,0.00018748452,0.00054250134,0.00033783412,0.00034296015,0.00042994783],"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":[0.00024503353,0.00007682065,0.01158578,0.00015770091,0.000013943554,0.00007602101,0.00020384206,0.0049291956,0.9315997,0.0001580867,0.00021860345,0.05073536],"study_design_scores_gemma":[0.000052122465,0.0010543532,0.04015646,0.00004055873,0.0000642709,0.00032120862,0.00042950298,0.08896181,0.8643055,0.000636841,0.0039357105,0.000041563264],"about_ca_topic_score_codex":0.0005717003,"about_ca_topic_score_gemma":0.002426643,"teacher_disagreement_score":0.0016572343,"about_ca_system_score_codex":0.00021328761,"about_ca_system_score_gemma":0.00026182111,"threshold_uncertainty_score":0.0055440664},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7383996,0.0013405358,0.22917014,0.00040107625,0.000049123784,0.00048416876,0.00066982413,0.0005843056,0.028901212],"genre_scores_gemma":[0.96659386,0.00030882214,0.02675428,0.000031839514,0.0000070788315,0.00010218547,0.00028681319,0.00004312469,0.0058719395],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996393,0.00008684154,0.000019648387,0.00005685287,0.00013421885,0.00006319145],"domain_scores_gemma":[0.9995216,0.00021572024,0.00006999164,0.00002460882,0.00014827012,0.000019907555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005825679,0.00060730096,0.00051377993,0.000677294,0.0003111986,0.0010982461,0.0005569758,0.00073527073,0.0035283742],"category_scores_gemma":[0.0011221664,0.0002615716,0.00033702783,0.0006983878,0.00023990864,0.0006816877,0.0003930426,0.00045306215,0.00037189687],"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":[0.00024769735,0.0001317301,0.002242546,0.0003800155,0.000038850987,0.00012617672,0.000048988197,0.9056745,0.038857363,0.0016397877,0.0010224145,0.049589995],"study_design_scores_gemma":[0.000090488,0.0011202068,0.007865709,0.000047980513,0.00008264373,0.00016190212,0.000234322,0.92865187,0.0510023,0.0039507276,0.0067524845,0.00003939628],"about_ca_topic_score_codex":0.0035535456,"about_ca_topic_score_gemma":0.0059252833,"teacher_disagreement_score":0.0035535456,"about_ca_system_score_codex":0.0013146808,"about_ca_system_score_gemma":0.0010801181,"threshold_uncertainty_score":0.011803627},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929476,0.00075790315,0.00395519,0.000012318476,0.000009776487,0.000051661464,0.00052347436,0.00013465015,0.0016073349],"genre_scores_gemma":[0.99241555,0.0005389911,0.003654327,0.000037923863,0.000007262913,0.000065325585,0.00079421024,0.00009781005,0.002388704],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99943167,0.000032663807,0.000031494787,0.0000805253,0.00036545657,0.000058207268],"domain_scores_gemma":[0.99974066,0.000048996975,0.000064191736,0.000026959868,0.00008333141,0.00003588876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000405259,0.00040547154,0.0005366972,0.0012197207,0.0002558444,0.0006143135,0.00040296974,0.00050695817,0.0018733899],"category_scores_gemma":[0.0005910278,0.00021422838,0.00030992425,0.0007243807,0.00044733568,0.00045306262,0.00034119582,0.0004501982,0.00061502855],"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":[0.00009480722,0.000021383696,0.0012733602,0.00009301436,0.0000070936626,0.00018478736,0.00011083917,0.00024806312,0.9936026,0.00005417445,0.000037145313,0.004272752],"study_design_scores_gemma":[0.000010292643,0.00056021614,0.024878772,0.000025155572,0.000028470928,0.0007005181,0.00019017789,0.0012976374,0.96869373,0.0000740729,0.0035234524,0.000017418559],"about_ca_topic_score_codex":0.00056766917,"about_ca_topic_score_gemma":0.0011895292,"teacher_disagreement_score":0.0018733899,"about_ca_system_score_codex":0.00023942786,"about_ca_system_score_gemma":0.00021799916,"threshold_uncertainty_score":0.0062671304},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981305,0.00065044325,0.00041632474,0.000023707626,0.000008566891,0.000011748759,0.0000789038,0.000015994743,0.0006637818],"genre_scores_gemma":[0.9984779,0.00026298032,0.0004145262,0.000033678465,0.0000029683335,0.000006409669,0.00008558099,0.000010647766,0.0007052728],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997477,0.000025600259,0.000027860013,0.00005224709,0.000107154694,0.000039467523],"domain_scores_gemma":[0.9994917,0.00007656412,0.00015196463,0.000066323315,0.00015552626,0.000058048558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022679649,0.00031409552,0.00020248842,0.0002911057,0.00017829477,0.00031627464,0.0002228494,0.00030087814,0.0013889564],"category_scores_gemma":[0.00052499503,0.00022369645,0.00027319268,0.0002128557,0.00038551027,0.00027591788,0.00028706802,0.00043702227,0.0002013863],"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":[0.000079530284,0.00000982266,0.004969491,0.000060627168,0.000018577326,0.00010162459,0.00006326036,0.0002980502,0.991698,0.000016728261,0.000022970606,0.0026612699],"study_design_scores_gemma":[0.0000047324415,0.00048007822,0.09148186,0.000014728927,0.000045772107,0.00026789983,0.00023865461,0.0008081207,0.90515214,0.000039721028,0.0014493194,0.000016927333],"about_ca_topic_score_codex":0.0016986334,"about_ca_topic_score_gemma":0.005425065,"teacher_disagreement_score":0.0016986334,"about_ca_system_score_codex":0.00023780481,"about_ca_system_score_gemma":0.00022925738,"threshold_uncertainty_score":0.0046465397},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5580264,0.0013986293,0.3834583,0.0005294678,0.00015945184,0.000985847,0.00038874365,0.0014514339,0.053601786],"genre_scores_gemma":[0.8996675,0.0006741279,0.09241211,0.00005636442,0.000026304848,0.00010463431,0.00013947721,0.00007524532,0.0068442496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965715,0.00004377289,0.000029743702,0.00006479834,0.00016949819,0.000035053195],"domain_scores_gemma":[0.9996661,0.00006366782,0.00007804689,0.00004461557,0.00012399691,0.000023484332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033384038,0.00035665618,0.00019715249,0.0006625645,0.0002700715,0.0009339009,0.00040563717,0.00041744648,0.0030155987],"category_scores_gemma":[0.000519864,0.00022907778,0.00020510172,0.0004803707,0.00026604912,0.0007354705,0.0003513631,0.00046181623,0.00062530616],"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":[0.0002667309,0.000115028255,0.0034862247,0.0003782015,0.000010522874,0.00032084677,0.00017652751,0.016115498,0.84121656,0.0037507748,0.0007096962,0.13345337],"study_design_scores_gemma":[0.000060978993,0.0011989488,0.008354856,0.00006204438,0.000042723896,0.00065250404,0.00015210977,0.028898953,0.9088029,0.00090076134,0.050827432,0.000045735185],"about_ca_topic_score_codex":0.0011946731,"about_ca_topic_score_gemma":0.0035315913,"teacher_disagreement_score":0.0030155987,"about_ca_system_score_codex":0.000569461,"about_ca_system_score_gemma":0.00055388646,"threshold_uncertainty_score":0.010088205},"labels":[],"label_agreement":null},{"id":"W2889565356","doi":"10.3390/app8091537","title":"Compressive Strength Characteristics of Cemented Tailings Backfill with Alkali-Activated Slag","year":2018,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"First Quantum Minerals (Canada)","funders":"Fundamental Research Funds for the Central Universities; China Postdoctoral Science Foundation","keywords":"Tailings; Cementitious; Compressive strength; Cement; Materials science; Portland cement; Cementation (geology); Metallurgy; Waste management; Composite material; Engineering","score_opus":0.014149897774294512,"score_gpt":0.2052832492139953,"score_spread":0.19113335143970078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889565356","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994568,0.00016883155,0.00017443454,0.0000053639556,0.0000029758378,0.0000036255078,0.000058680547,0.000011584996,0.000117629854],"genre_scores_gemma":[0.9988912,0.000112000394,0.00028741805,0.0000083546665,0.0000024406995,0.000005830317,0.00012955241,0.0000065929758,0.00055671943],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974793,0.000025481886,0.000022479408,0.000043724212,0.00012175268,0.00003851321],"domain_scores_gemma":[0.9997199,0.000042852655,0.000091349364,0.000018202083,0.000071020666,0.000056604797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002699994,0.00052755605,0.00032327865,0.00046551495,0.00017016161,0.00028140369,0.00024703424,0.00030519205,0.0009518467],"category_scores_gemma":[0.0004028733,0.00022218702,0.0003848238,0.00051418284,0.00025690012,0.0002847342,0.00021240946,0.0002922701,0.00018742052],"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":[0.00034720087,0.000042344866,0.002636391,0.000047898207,0.000012191368,0.00006910095,0.00005566016,0.0003789008,0.99443156,0.00002456058,0.000019919775,0.0019342526],"study_design_scores_gemma":[0.000017665021,0.0015237047,0.03228149,0.0000111019035,0.00004482763,0.000106451145,0.00015551766,0.0024581312,0.9625035,0.000019138952,0.0008538419,0.000024588639],"about_ca_topic_score_codex":0.0026591544,"about_ca_topic_score_gemma":0.005340983,"teacher_disagreement_score":0.0026591544,"about_ca_system_score_codex":0.00024020893,"about_ca_system_score_gemma":0.00031465868,"threshold_uncertainty_score":0.005287349},"labels":[],"label_agreement":null},{"id":"W2889587867","doi":"10.36487/acg_repo/605_2","title":"Sustainable Development and Risk Assessment in Mine Closure ⎯ Case Study of Elliot Lake Uranium Mines, Canada","year":2006,"lang":"en","type":"article","venue":"Mine closure","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; Closure (psychology); Sustainable development; Sustainability; Best practice; Business; Environmental planning; Engineering; Environmental science; Political science; Law","score_opus":0.006158509078396228,"score_gpt":0.1921017764194702,"score_spread":0.18594326734107397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889587867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9287802,0.0014902944,0.0051951637,0.0016476308,0.000026749985,0.0005920258,0.0006069329,0.000069031536,0.061591923],"genre_scores_gemma":[0.9754784,0.0011923849,0.0047591846,0.000110494635,0.00000792728,0.00006691339,0.00021187583,0.0000150793885,0.018157758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99821246,0.00035071356,0.000048412523,0.000113336646,0.0007920829,0.00048305138],"domain_scores_gemma":[0.99885845,0.0003429957,0.000084042375,0.000033374035,0.00049458316,0.0001865216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013300603,0.0004910055,0.00034657016,0.0017839788,0.005243702,0.0023812822,0.001522771,0.0014898373,0.0018625986],"category_scores_gemma":[0.0027513038,0.00031789922,0.0007576055,0.0026701828,0.0018417202,0.0008467488,0.0015862709,0.0008753656,0.00014301228],"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":[0.00072024594,0.0019688925,0.2573311,0.00088942365,0.0003431716,0.0788964,0.03068042,0.33792895,0.0062795933,0.0754829,0.026085382,0.18339351],"study_design_scores_gemma":[0.00037738853,0.0016827305,0.269764,0.0007165751,0.00029288695,0.010394563,0.20230705,0.29061037,0.008829531,0.020265354,0.1943305,0.00042911817],"about_ca_topic_score_codex":0.9322653,"about_ca_topic_score_gemma":0.966146,"teacher_disagreement_score":0.06773472,"about_ca_system_score_codex":0.024878902,"about_ca_system_score_gemma":0.02321863,"threshold_uncertainty_score":0.18050992},"labels":[],"label_agreement":null},{"id":"W2890217944","doi":"10.14288/1.0320883","title":"Challenges with conducting tailings dam breach studies","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tailings dam; Tailings; Geology; Forensic engineering; Mining engineering; Engineering; Metallurgy","score_opus":0.0502178568044798,"score_gpt":0.20510818607633724,"score_spread":0.15489032927185745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2890217944","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.43501183,0.024864389,0.3024099,0.0768751,0.0035667692,0.022600755,0.006080263,0.0008530651,0.12773791],"genre_scores_gemma":[0.6266874,0.0163452,0.32289693,0.0074447473,0.0010089846,0.013693119,0.0018133158,0.00039229076,0.009717961],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.7306568,0.18824056,0.02430637,0.0064470973,0.04665844,0.0036906812],"domain_scores_gemma":[0.379901,0.41368693,0.020237643,0.026085274,0.15570727,0.0043818187],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.2292254,0.00076444895,0.0016722558,0.0050495067,0.0048740506,0.007940754,0.005835041,0.002306052,0.0047361692],"category_scores_gemma":[0.35411814,0.0008796276,0.001000808,0.0068459236,0.0046703066,0.0067498344,0.0055769864,0.0025991164,0.0016892167],"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":[0.00047517652,0.0010219421,0.04712355,0.01461497,0.00040805372,0.0014554344,0.101506196,0.012307254,0.0039440584,0.031316206,0.03154894,0.75427824],"study_design_scores_gemma":[0.00027162864,0.0017409342,0.08442525,0.031547498,0.00035751623,0.0012132209,0.34752893,0.009783967,0.007891035,0.09533466,0.419521,0.00038439056],"about_ca_topic_score_codex":0.036523394,"about_ca_topic_score_gemma":0.078668274,"teacher_disagreement_score":0.2292254,"about_ca_system_score_codex":0.008766188,"about_ca_system_score_gemma":0.039532606,"threshold_uncertainty_score":0.95050234},"labels":[],"label_agreement":null},{"id":"W2891001783","doi":"10.22215/etd/2013-09930","title":"Unsaturated Flow in Hydrating Porous Media: Application to Cemented Paste Backfill","year":2013,"lang":"en","type":"dissertation","venue":"","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":"Carleton University","funders":"","keywords":"Consolidation (business); Desiccation; Geotechnical engineering; Porous medium; Porosity; Engineering; Business; Ecology","score_opus":0.006678278589814377,"score_gpt":0.19636346852367856,"score_spread":0.18968518993386418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891001783","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8889577,0.012561994,0.08068616,0.0020727636,0.00023412624,0.00011114269,0.00017532152,0.00038049294,0.014820438],"genre_scores_gemma":[0.97422296,0.007634739,0.012602108,0.00010910069,0.00008092257,0.000033517823,0.000052129184,0.000021150418,0.0052432804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999496,0.000006815366,0.0000019683625,0.000015916143,0.000014298971,0.000011331639],"domain_scores_gemma":[0.9999201,0.000037422047,0.000010604581,0.000004391457,0.000014963887,0.0000124363205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002301174,0.00023534597,0.00033487313,0.00023703245,0.00030570195,0.0006587501,0.00023576373,0.00046411194,0.00096595834],"category_scores_gemma":[0.00025616563,0.00012506507,0.00022712217,0.00025979106,0.00065792823,0.0005755024,0.0004630403,0.00046907173,0.000111741916],"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":[0.00027553667,0.00039749467,0.0014342578,0.00046734544,0.000018906816,0.00043315793,0.000373199,0.039457757,0.87368155,0.015268898,0.0010678557,0.067123964],"study_design_scores_gemma":[0.00013220591,0.0006771215,0.0029811284,0.00006966111,0.000039275066,0.00020261049,0.0005094154,0.26682,0.7073951,0.006335266,0.01474908,0.000089097666],"about_ca_topic_score_codex":0.0019814114,"about_ca_topic_score_gemma":0.0015631923,"teacher_disagreement_score":0.0019814114,"about_ca_system_score_codex":0.00045096508,"about_ca_system_score_gemma":0.00031949862,"threshold_uncertainty_score":0.0039398074},"labels":[],"label_agreement":null},{"id":"W2891778749","doi":"10.22215/etd/2009-08761","title":"Drying and oxidation of surface-disposed paste tailings","year":2009,"lang":"en","type":"dissertation","venue":"","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":"Library and Archives Canada","funders":"","keywords":"Tailings; Metallurgy; Environmental science; Chemistry; Materials science","score_opus":0.007183029170036045,"score_gpt":0.197106694459413,"score_spread":0.18992366528937696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2891778749","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98817635,0.0010788459,0.0057693096,0.000043530013,0.0000689576,0.00003476077,0.00022318728,0.00009486373,0.0045103007],"genre_scores_gemma":[0.97264785,0.0012696708,0.007722977,0.000087361186,0.000016391592,0.000022519898,0.000749319,0.000107732325,0.017376326],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99989045,0.000005394978,0.000008548107,0.000028407272,0.000047887035,0.000019201827],"domain_scores_gemma":[0.99988484,0.000020122809,0.000016666874,0.000021018288,0.00004933355,0.000007919985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000112336886,0.00019214505,0.00015048114,0.00024309629,0.00016421599,0.00021772558,0.00017081185,0.00022238243,0.0025972074],"category_scores_gemma":[0.0002358784,0.00014349913,0.00025820624,0.00021508308,0.00009520171,0.00031736988,0.00012208539,0.0004223019,0.00050413865],"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":[0.000045724937,0.000016893464,0.00027022275,0.000042913132,0.000004454251,0.000051396943,0.000035648878,0.000098925375,0.9939539,0.00003833802,0.000086924905,0.0053546606],"study_design_scores_gemma":[0.0000034594736,0.000071082264,0.0027925184,0.000005175684,0.0000074469876,0.000058527017,0.000023185255,0.00035779717,0.9955641,0.000016424712,0.0010977888,0.0000024838603],"about_ca_topic_score_codex":0.000845148,"about_ca_topic_score_gemma":0.0026269385,"teacher_disagreement_score":0.0025972074,"about_ca_system_score_codex":0.00012145326,"about_ca_system_score_gemma":0.00011529144,"threshold_uncertainty_score":0.008688569},"labels":[],"label_agreement":null},{"id":"W2893077714","doi":"10.1371/journal.pone.0204230","title":"An experimental study on the flocculating settling of unclassified tailings","year":2018,"lang":"en","type":"article","venue":"PLoS ONE","topic":"Tailings Management and Properties","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Fundamental Research Funds for the Central Universities; Central South University","keywords":"Settling; Flocculation; Arithmetic underflow; Tailings; Slurry; Environmental science; Sedimentation; Decantation; Pulp and paper industry; Environmental engineering; Materials science; Chemistry; Sediment; Geology; Metallurgy; Chromatography; Engineering","score_opus":0.0784288905559132,"score_gpt":0.24225559038426628,"score_spread":0.16382669982835307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2893077714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871016,0.00009527539,0.0009310448,0.000007383564,0.00000819716,0.00003447465,0.000046268593,0.0000071598433,0.00015995254],"genre_scores_gemma":[0.99231803,0.00028876239,0.0060464195,0.000052493982,0.00001438331,0.00008204298,0.00019729215,0.000009447686,0.000991033],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99911195,0.00014632769,0.00010666338,0.00022877901,0.00029823414,0.00010803056],"domain_scores_gemma":[0.9989735,0.00029760925,0.0002377904,0.0001164888,0.00028940567,0.00008518066],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008037768,0.0005043607,0.0004734333,0.00025952,0.00050380116,0.00032477194,0.00040384883,0.0006070458,0.00064884516],"category_scores_gemma":[0.0010165912,0.00012602325,0.00046474903,0.00031739802,0.00030796233,0.00037240205,0.00028210398,0.00044806505,0.00013533121],"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":[0.00061612675,0.0007365912,0.003051144,0.00013505176,0.000020296196,0.000068456044,0.00016614344,0.0004095052,0.98982364,0.00004745761,0.000030619696,0.004894837],"study_design_scores_gemma":[0.00004479918,0.01203409,0.0138019025,0.000017724731,0.00007556189,0.000073222014,0.00017756462,0.0018866251,0.9709209,0.000041762803,0.0009004465,0.000025403939],"about_ca_topic_score_codex":0.002281381,"about_ca_topic_score_gemma":0.0022066757,"teacher_disagreement_score":0.002281381,"about_ca_system_score_codex":0.0003282937,"about_ca_system_score_gemma":0.00052730297,"threshold_uncertainty_score":0.004536152},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9642713,0.0059505254,0.013198507,0.00025609497,0.00008147164,0.00023781194,0.0001854821,0.00014490548,0.01567396],"genre_scores_gemma":[0.97627455,0.0018407003,0.018157741,0.00007247074,0.000014789129,0.000040883813,0.000104453466,0.000025618814,0.003468805],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996457,0.000048911377,0.00001791401,0.0000452895,0.00020348377,0.000038633458],"domain_scores_gemma":[0.99979097,0.00004025107,0.000049136834,0.000030595886,0.000060418824,0.000028667167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029555758,0.00026337238,0.00020038741,0.0006842317,0.0003985262,0.0007744882,0.00041564708,0.0005319306,0.0014261106],"category_scores_gemma":[0.00045596677,0.00014731176,0.00022914965,0.00056485535,0.00036649662,0.00048784455,0.00042100722,0.0003848167,0.00043984316],"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":[0.00015041535,0.00023417783,0.0036763689,0.00050391955,0.000017788681,0.00037817642,0.00011316748,0.0020127068,0.89680094,0.0012615953,0.0003331595,0.09451768],"study_design_scores_gemma":[0.000026188876,0.003043657,0.0265518,0.0001090371,0.00004405451,0.0016160494,0.00023063108,0.003532797,0.9303112,0.00033685102,0.03416897,0.000028802324],"about_ca_topic_score_codex":0.0028030775,"about_ca_topic_score_gemma":0.010172879,"teacher_disagreement_score":0.0028030775,"about_ca_system_score_codex":0.00064858125,"about_ca_system_score_gemma":0.00042713684,"threshold_uncertainty_score":0.0055735707},"labels":[],"label_agreement":null},{"id":"W2896895856","doi":"10.36487/acg_rep/1008_09_kwong","title":"Tailings decommissioning options at Mount Nansen, Yukon, Canada ©","year":2010,"lang":"en","type":"article","venue":"","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":"Natural Resources Canada","funders":"Natural Resources Canada","keywords":"Tailings; Permafrost; Geology; Mining engineering; Tailings dam; Environmental science; Oceanography","score_opus":0.005736909039041116,"score_gpt":0.1760314065921522,"score_spread":0.17029449755311107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2896895856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9657353,0.0003159251,0.00044207726,0.00045760733,0.000018419323,0.00009063689,0.00071541464,0.00013109781,0.032093562],"genre_scores_gemma":[0.93384475,0.0003486836,0.0014374156,0.00013502929,0.000008294192,0.000027253092,0.0012792847,0.000023367698,0.0628958],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986696,0.000005183123,0.0000035197152,0.000015311183,0.000031999323,0.000076993616],"domain_scores_gemma":[0.99971896,0.000011198684,0.000023072322,0.000012035443,0.00010798523,0.00012665706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115478804,0.00019558944,0.000080632235,0.00039740722,0.001883376,0.00045377642,0.0005439788,0.0003246314,0.014581536],"category_scores_gemma":[0.00019735318,0.0001055207,0.0001552899,0.00036800452,0.00027882095,0.00022827192,0.0005159208,0.00023356681,0.0010487156],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001048997,0.0004133625,0.51952237,0.00027304323,0.000054520653,0.0091539975,0.0031451625,0.0040778243,0.077195145,0.0015954678,0.033260938,0.3502591],"study_design_scores_gemma":[0.00005784649,0.0006604028,0.8643568,0.00008750743,0.000038804385,0.002112597,0.0115665365,0.0022864675,0.012129403,0.00032897212,0.106327906,0.000046733916],"about_ca_topic_score_codex":0.62215674,"about_ca_topic_score_gemma":0.92790264,"teacher_disagreement_score":0.37784326,"about_ca_system_score_codex":0.0035126682,"about_ca_system_score_gemma":0.00622753,"threshold_uncertainty_score":0.7601369},"labels":[],"label_agreement":null},{"id":"W2898054719","doi":"10.1007/978-981-13-2227-3_28","title":"A Numerical Study of the Effect of Wick Drains Applied in Mine Stopes with Paste Fill","year":2018,"lang":"en","type":"book-chapter","venue":"Environmental science and engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Drainage; Pore water pressure; Permeability (electromagnetism); Limiting; Computer simulation; Materials science; Geology; Engineering; Mechanical engineering; Chemistry","score_opus":0.0033541021293933934,"score_gpt":0.14364444987896507,"score_spread":0.1402903477495717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898054719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9739828,0.0003473274,0.0070298803,0.00017689574,0.00007897728,0.00003931262,0.0002595373,0.00012635395,0.017958947],"genre_scores_gemma":[0.9946833,0.000106046165,0.002745032,0.000025721292,0.0000063409743,0.000013271286,0.00005856258,0.00001727816,0.0023445059],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998673,0.000023570941,0.0000080221025,0.000023255378,0.000043955006,0.00003381347],"domain_scores_gemma":[0.99914575,0.00058500574,0.00007162545,0.000043983517,0.00010327413,0.000050368093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020728477,0.0002826338,0.0006954548,0.00037981974,0.0005400461,0.00082963146,0.00071635423,0.0015390062,0.002924765],"category_scores_gemma":[0.0010899211,0.00024652696,0.00042697848,0.00054270716,0.00079973566,0.0004337125,0.00033477385,0.0004932064,0.00021685728],"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":[0.000560254,0.0006133518,0.006213307,0.0003003122,0.00004300508,0.0006945449,0.00023153408,0.9105463,0.06325294,0.0026352778,0.0012972918,0.013612005],"study_design_scores_gemma":[0.00006753531,0.00038392688,0.004049131,0.000026702495,0.000033881508,0.000078782956,0.0003203598,0.98096657,0.012391818,0.000533017,0.0011184162,0.000029941817],"about_ca_topic_score_codex":0.0061081653,"about_ca_topic_score_gemma":0.006024001,"teacher_disagreement_score":0.0061081653,"about_ca_system_score_codex":0.00059185893,"about_ca_system_score_gemma":0.0004555868,"threshold_uncertainty_score":0.012145221},"labels":[],"label_agreement":null},{"id":"W2898265952","doi":"10.22215/etd/2012-06171","title":"Effect of initial water content and stress history on water-retention behaviour of mine tailings","year":2012,"lang":"en","type":"dissertation","venue":"","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":"Carleton University; Canadian Heritage; Library and Archives Canada","funders":"","keywords":"Tailings; Geotechnical engineering; Engineering; Metallurgy; Materials science","score_opus":0.020012135312192505,"score_gpt":0.22745473292249932,"score_spread":0.2074425976103068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898265952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995171,0.00010532666,0.00008885064,0.000007475074,0.000003300739,0.0000028817685,0.00006465674,0.0000033301662,0.00020703657],"genre_scores_gemma":[0.998911,0.000090486574,0.00010144962,0.000014387079,0.0000017761495,0.0000044549033,0.00014795164,0.0000034144684,0.0007250641],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989855,0.000011904763,0.00000804385,0.00002751625,0.000017999311,0.00003608402],"domain_scores_gemma":[0.9997031,0.00009548798,0.000042107633,0.000015840118,0.00006751084,0.00007596076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017158725,0.00020667633,0.00017778751,0.0001382405,0.00020665249,0.00030366945,0.00016051366,0.0002469596,0.001640943],"category_scores_gemma":[0.00047103292,0.00014147947,0.00021626696,0.00014628671,0.00019203626,0.000327495,0.00017180204,0.0003165579,0.00032874628],"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":[0.0024996202,0.00033678996,0.032740414,0.00008834536,0.00004778308,0.00018673982,0.00035974383,0.0011639937,0.9474117,0.000029719824,0.00020003464,0.014935127],"study_design_scores_gemma":[0.000022547429,0.0039625657,0.32652572,0.000029582718,0.00007583207,0.00016179435,0.000868119,0.0045576002,0.6624747,0.00007900357,0.001198986,0.000043564305],"about_ca_topic_score_codex":0.0037118348,"about_ca_topic_score_gemma":0.0065259296,"teacher_disagreement_score":0.0037118348,"about_ca_system_score_codex":0.00029703297,"about_ca_system_score_gemma":0.00019669528,"threshold_uncertainty_score":0.0073804855},"labels":[],"label_agreement":null},{"id":"W2900000175","doi":"10.22215/etd/2018-13382","title":"Microstructural Quantitative Analysis of Polymer amended Fluid Fine Tailing’s Using Digital Image Processing Techinques","year":2018,"lang":"en","type":"dissertation","venue":"","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","funders":"","keywords":"Tailings; Image processing; Binary image; Digital image processing; Polymer; Dewatering; Digital image; Materials science; Particle size; Mineralogy; Image (mathematics); Composite material; Chemical engineering; Geology; Computer science; Metallurgy; Geotechnical engineering; Computer vision; Engineering","score_opus":0.015417916159474585,"score_gpt":0.2679730215248785,"score_spread":0.25255510536540393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900000175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9588162,0.00061605946,0.028802913,0.00008145347,0.000040434912,0.00007171058,0.002203702,0.00062048703,0.008747154],"genre_scores_gemma":[0.96883595,0.0004258615,0.023754949,0.000043375483,0.000013079095,0.00005030032,0.00088504347,0.00009210366,0.005899302],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999008,0.0000021575597,0.000005820197,0.00001990474,0.000055045508,0.000016238897],"domain_scores_gemma":[0.9997012,0.000051435665,0.00005389949,0.000028811824,0.00014276993,0.000021848131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018172455,0.00016329739,0.000110013694,0.0013535911,0.0002171633,0.0003829459,0.00017251843,0.00028676275,0.00313316],"category_scores_gemma":[0.0002721632,0.00021606332,0.00016083695,0.00072476943,0.00029155123,0.00030943533,0.00013901526,0.0004055668,0.00034216017],"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":[0.000062009385,0.00002823436,0.0025903254,0.000078170415,0.000007699318,0.00008293532,0.00009588314,0.0012497941,0.97538847,0.00025315842,0.00020551938,0.019957876],"study_design_scores_gemma":[0.000008052077,0.0001245108,0.13233826,0.000021018493,0.00004734098,0.0003534312,0.00029121197,0.018392976,0.8417821,0.00019963065,0.006409331,0.000032145737],"about_ca_topic_score_codex":0.0029077467,"about_ca_topic_score_gemma":0.007167874,"teacher_disagreement_score":0.00313316,"about_ca_system_score_codex":0.00030112005,"about_ca_system_score_gemma":0.0001843824,"threshold_uncertainty_score":0.010481417},"labels":[],"label_agreement":null},{"id":"W2900247244","doi":"10.1016/j.mineng.2018.10.023","title":"Pb–Zn mine tailings reprocessing using centrifugal dense media separation","year":2018,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"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":"Canada Research Chairs; International Development Research Centre","keywords":"Tailings; Leachate; Leaching (pedology); Toxicity characteristic leaching procedure; Environmental science; Chemistry; Environmental chemistry; Waste management; Metallurgy; Heavy metals; Materials science; Soil water","score_opus":0.019217649951407692,"score_gpt":0.23154064303405952,"score_spread":0.21232299308265185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900247244","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9716421,0.00043534092,0.022864573,0.00010922473,0.00003377045,0.00007557837,0.00009395578,0.0002651458,0.0044802492],"genre_scores_gemma":[0.9849855,0.00030342056,0.0103086075,0.0000365349,0.000011617241,0.000019732215,0.00009655728,0.000021181975,0.0042168577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999814,0.000015178135,0.000013414472,0.00004550955,0.00007608881,0.000035823407],"domain_scores_gemma":[0.999895,0.000020726928,0.000016929056,0.000016806705,0.00003704624,0.000013431099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022040328,0.00038946813,0.00026037378,0.00056225044,0.00054700335,0.0005175474,0.00026098645,0.0002931704,0.0013721035],"category_scores_gemma":[0.00023379206,0.00020319164,0.00032362156,0.00037036295,0.00031670733,0.0006017218,0.00062415225,0.00046511152,0.0005338185],"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":[0.0001773029,0.0000822646,0.0018089234,0.000098360615,0.000014093707,0.00009686855,0.0000773955,0.0011795482,0.9702057,0.00027345176,0.00019024873,0.02579589],"study_design_scores_gemma":[0.000014228631,0.000115393945,0.0026692809,0.000005278927,0.000014570248,0.000074152485,0.00006133274,0.0041416585,0.99065137,0.00006498374,0.002178962,0.000008905595],"about_ca_topic_score_codex":0.0031950015,"about_ca_topic_score_gemma":0.007651068,"teacher_disagreement_score":0.0031950015,"about_ca_system_score_codex":0.0004019695,"about_ca_system_score_gemma":0.0005310395,"threshold_uncertainty_score":0.0063527822},"labels":[],"label_agreement":null},{"id":"W2900637247","doi":"10.1016/j.engstruct.2018.11.030","title":"Strength efficiency evaluation of cemented tailings backfill with different stratified structures","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Tailings Management and Properties","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Compressive strength; Tailings; Materials science; Curing (chemistry); Cement; Geotechnical engineering; Composite material; Specific gravity; Relative humidity; Geology; Metallurgy; Meteorology","score_opus":0.011510969459738946,"score_gpt":0.21217672870525425,"score_spread":0.2006657592455153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900637247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956196,0.00028684654,0.0030923418,0.000012148065,0.0000072562725,0.000011119046,0.000110152054,0.000043333708,0.00081715523],"genre_scores_gemma":[0.9982035,0.000097050804,0.0009832972,0.000005171047,0.0000016074003,0.000007641715,0.00009295081,0.000009138655,0.00059965526],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993831,0.00006925178,0.00004351888,0.00008087339,0.00033424303,0.00008900079],"domain_scores_gemma":[0.9993162,0.0001306014,0.00011829149,0.000079107085,0.00031360198,0.000042267402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082401955,0.0006291158,0.0006356106,0.0009855616,0.0003262233,0.0004811991,0.0006358196,0.000570742,0.0015393647],"category_scores_gemma":[0.00085145887,0.00028557592,0.0006775144,0.00093099935,0.00047483915,0.00067374634,0.00033803112,0.00023724748,0.00026992735],"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":[0.003933647,0.00046189188,0.015508607,0.0004730848,0.00010680114,0.00029780826,0.00025415892,0.057205014,0.8755757,0.0006995108,0.00036088936,0.04512282],"study_design_scores_gemma":[0.000067083696,0.0025890425,0.03358277,0.000026654852,0.00024086934,0.00013625508,0.00037762086,0.057562534,0.9037747,0.000218363,0.0013761157,0.000047835776],"about_ca_topic_score_codex":0.0015188328,"about_ca_topic_score_gemma":0.0029029204,"teacher_disagreement_score":0.0015393647,"about_ca_system_score_codex":0.00045792077,"about_ca_system_score_gemma":0.0004132966,"threshold_uncertainty_score":0.005149722},"labels":[],"label_agreement":null},{"id":"W2903911130","doi":"","title":"Backfill Barricade Design: Practical Experiences and Recommendations","year":2018,"lang":"en","type":"article","venue":"52nd U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Forensic engineering; Engineering","score_opus":0.026151756393456564,"score_gpt":0.24683743986645884,"score_spread":0.22068568347300227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903911130","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24064063,0.009487531,0.44867793,0.017049693,0.0011517414,0.0022472716,0.0017061412,0.0051531983,0.27388602],"genre_scores_gemma":[0.74704826,0.005879736,0.17994368,0.0007786451,0.00010216294,0.0005726055,0.0008545396,0.00059200753,0.06422836],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99746346,0.00053956715,0.000116233765,0.00014836584,0.0014421621,0.0002902461],"domain_scores_gemma":[0.99731666,0.0004189024,0.000073602125,0.0002866906,0.0016943202,0.0002098972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0048011234,0.0017777755,0.00080410816,0.0014820915,0.0016141466,0.0029199284,0.0035089399,0.0035855032,0.020142453],"category_scores_gemma":[0.0045696436,0.0005755235,0.0007236676,0.0007215222,0.0009485051,0.0031937046,0.0013684109,0.0011452449,0.0044389586],"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":[0.00082758686,0.0020782885,0.014048074,0.0025954067,0.000083747516,0.0014430854,0.0031723739,0.1451539,0.053700406,0.020575607,0.066232406,0.6900891],"study_design_scores_gemma":[0.00055368064,0.0043268083,0.009523973,0.0022600933,0.0002640532,0.0014684628,0.01741233,0.12754607,0.10798437,0.02278725,0.705527,0.00034580386],"about_ca_topic_score_codex":0.010065293,"about_ca_topic_score_gemma":0.025949161,"teacher_disagreement_score":0.020142453,"about_ca_system_score_codex":0.0016216448,"about_ca_system_score_gemma":0.0027448942,"threshold_uncertainty_score":0.06738329},"labels":[],"label_agreement":null},{"id":"W2904280949","doi":"10.1016/j.soildyn.2018.11.017","title":"An evolutive bounding surface plasticity model for early-age cemented tailings backfill under cyclic loading","year":2018,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"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; China Scholarship Council; Commonwealth Scholarship Commission; University of Ottawa","keywords":"Liquefaction; Tailings; Geotechnical engineering; Curing (chemistry); Geology; Plasticity; Materials science; Composite material; Metallurgy","score_opus":0.011402940653242946,"score_gpt":0.2038249571586456,"score_spread":0.19242201650540264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904280949","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5909195,0.0011653983,0.3711327,0.0010877288,0.00023815813,0.000109938504,0.0005153982,0.0005912006,0.034240007],"genre_scores_gemma":[0.9874835,0.00018875617,0.0037008543,0.0000612992,0.000016402617,0.00003724987,0.00008942924,0.000055173416,0.008367414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981815,0.000042841257,0.000011589483,0.00003913701,0.00003837977,0.000049969232],"domain_scores_gemma":[0.9996107,0.00015277197,0.00006352814,0.00003518996,0.00008797386,0.00004989116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004928774,0.00058039645,0.0010284553,0.00059364055,0.00062412134,0.0012467187,0.0021770182,0.0029264535,0.0021803416],"category_scores_gemma":[0.0012181561,0.0006219012,0.00088607584,0.0004888032,0.0015996516,0.0009461021,0.0009660693,0.0009553076,0.00026366432],"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":[0.000011641955,0.000013295885,0.00026745436,0.000008743887,0.000005258346,0.00006660222,0.000016605662,0.99603397,0.0005350097,0.0019873672,0.0000740989,0.0009799093],"study_design_scores_gemma":[0.0000014987372,0.0000034044524,0.000068542824,0.0000013051912,0.0000017866836,0.000005263398,0.0000043703444,0.9994824,0.000053742195,0.00031565354,0.000059797974,0.0000022605234],"about_ca_topic_score_codex":0.021563139,"about_ca_topic_score_gemma":0.010336735,"teacher_disagreement_score":0.021563139,"about_ca_system_score_codex":0.00091219257,"about_ca_system_score_gemma":0.0012910186,"threshold_uncertainty_score":0.04287529},"labels":[],"label_agreement":null},{"id":"W2905532393","doi":"10.1520/gtj20180094","title":"Examination of the Effects of Solids Content on Thickened Gold Mine Tailings Sedimentation and Self-Weight Consolidation","year":2018,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"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); Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Tailings; Consolidation (business); Slurry; Settling; Geotechnical engineering; Environmental science; Pore water pressure; Geology; Materials science; Environmental engineering; Metallurgy","score_opus":0.022362560855162358,"score_gpt":0.21960731317426796,"score_spread":0.1972447523191056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905532393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99943095,0.00012084121,0.00020805486,0.0000035882035,0.0000020035516,0.0000057039083,0.00002720547,0.0000054468096,0.00019610797],"genre_scores_gemma":[0.9988857,0.00009267026,0.00043821198,0.000010840292,0.0000015339243,0.0000041232306,0.000047219793,0.000003621353,0.0005160834],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975616,0.00003761311,0.000027748481,0.000034236353,0.00009841069,0.00004574406],"domain_scores_gemma":[0.9995097,0.00016640588,0.000121342346,0.000028153634,0.000121168196,0.000053285414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028867525,0.00022782989,0.00017494589,0.00030828424,0.00018682904,0.00026880915,0.0001233053,0.00023137935,0.0007894472],"category_scores_gemma":[0.00045549282,0.00013511124,0.00020860901,0.00022730134,0.00027388326,0.00020103752,0.0002491408,0.00030685743,0.000108621054],"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":[0.00015749743,0.000028730212,0.0044111153,0.000039956903,0.000008855881,0.000084298525,0.00011571035,0.00027787214,0.9921151,0.000012851323,0.000010891361,0.0027370413],"study_design_scores_gemma":[0.000003886573,0.00092637393,0.04909058,0.000007850413,0.000019254221,0.00007193532,0.00021243861,0.00085418584,0.94847125,0.000011974251,0.00032346224,0.000006872431],"about_ca_topic_score_codex":0.0019967204,"about_ca_topic_score_gemma":0.0051132995,"teacher_disagreement_score":0.0019967204,"about_ca_system_score_codex":0.00016741168,"about_ca_system_score_gemma":0.00015727496,"threshold_uncertainty_score":0.003970146},"labels":[],"label_agreement":null},{"id":"W2910346087","doi":"10.1007/s11043-018-09405-w","title":"Time-dependent lateral pressure of the filling barricade for roadway cemented backfill mining technology","year":2019,"lang":"en","type":"article","venue":"Mechanics of Time-Dependent Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Materials science; Stress (linguistics); Overburden pressure; Yield (engineering); Geology; Composite material","score_opus":0.006797859146617937,"score_gpt":0.18586918045791906,"score_spread":0.17907132131130113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910346087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98500663,0.0002008681,0.010743081,0.00009224732,0.00001721072,0.000012687666,0.00010499428,0.00007536779,0.0037469724],"genre_scores_gemma":[0.99914646,0.000027662461,0.00019283491,0.0000020566495,0.0000015154128,0.0000026382784,0.000015456046,0.0000037005996,0.0006076055],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998504,0.000016164287,0.0000049745345,0.000023788192,0.0000795449,0.000025074829],"domain_scores_gemma":[0.9997706,0.00011615714,0.000043532185,0.000013731991,0.00004238667,0.000013599203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018318483,0.00013438951,0.000112664624,0.000327763,0.0003156201,0.00048020997,0.00036929114,0.00034948558,0.0022611162],"category_scores_gemma":[0.00065934064,0.0001397553,0.00016103551,0.00020716581,0.00042109797,0.0006315985,0.00026903788,0.0002055822,0.00020166973],"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":[0.00094589166,0.00022577384,0.020149508,0.0002605542,0.00002347935,0.0010273992,0.00052808516,0.20214844,0.703138,0.015509179,0.0010347898,0.05500886],"study_design_scores_gemma":[0.000015226555,0.0006402985,0.038465265,0.000019626925,0.000023577522,0.00034171922,0.0005461272,0.68006617,0.2754284,0.0018232752,0.0025670577,0.00006320368],"about_ca_topic_score_codex":0.0012097798,"about_ca_topic_score_gemma":0.001591848,"teacher_disagreement_score":0.0022611162,"about_ca_system_score_codex":0.0003957438,"about_ca_system_score_gemma":0.00036141585,"threshold_uncertainty_score":0.0075641274},"labels":[],"label_agreement":null},{"id":"W2910517803","doi":"10.1016/j.ijrmms.2018.10.008","title":"Numerical investigation of the stability of a base-exposed sill mat made of cemented backfill","year":2019,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Sill; Geology; Geotechnical engineering; Shearing (physics); Stiffness; Rock mass classification; Mining engineering; Petrology; Engineering","score_opus":0.02456839158541256,"score_gpt":0.2193799365279889,"score_spread":0.19481154494257635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910517803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9903832,0.00010093331,0.0034474381,0.00007126675,0.000025115376,0.000015834721,0.000177525,0.000093119976,0.0056855613],"genre_scores_gemma":[0.9985122,0.00002638456,0.0007169291,0.000005263653,0.0000025057502,0.0000053390936,0.000038049828,0.000006749267,0.0006865546],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989057,0.000014888457,0.0000062203694,0.00002103409,0.000037569767,0.000029789087],"domain_scores_gemma":[0.99956924,0.00019774279,0.00007497479,0.000043059328,0.000067329944,0.00004770312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002578741,0.00032304696,0.0006631324,0.00053562096,0.0006322791,0.00062727235,0.0006840967,0.0012269954,0.003198323],"category_scores_gemma":[0.0007960822,0.00026710285,0.00059035444,0.00047577813,0.0009633312,0.0003835436,0.0003611255,0.00041863305,0.00019813885],"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":[0.00044917548,0.00015857388,0.005043316,0.00014960275,0.000045583816,0.0007762292,0.00012546092,0.9452433,0.04203795,0.0013257269,0.00028746872,0.004357689],"study_design_scores_gemma":[0.000027731512,0.00018508553,0.0041388064,0.000012330383,0.000018606288,0.00006535749,0.000105222076,0.9904631,0.0045774565,0.00015955401,0.00023257874,0.000014226305],"about_ca_topic_score_codex":0.005692974,"about_ca_topic_score_gemma":0.003845785,"teacher_disagreement_score":0.005692974,"about_ca_system_score_codex":0.00045569212,"about_ca_system_score_gemma":0.00048349405,"threshold_uncertainty_score":0.011319697},"labels":[],"label_agreement":null},{"id":"W2910576824","doi":"10.3390/min9010038","title":"Total and Effective Stresses in Backfilled Stopes during the Fill Placement on a Pervious Base for Barricade Design","year":2019,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"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; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Consolidation (business); Geotechnical engineering; Pore water pressure; Hydraulic conductivity; Geology; Base (topology); Effective stress; Materials science; Soil water; Soil science","score_opus":0.009240858535106,"score_gpt":0.19588157979924528,"score_spread":0.18664072126413928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2910576824","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86321354,0.00027143167,0.13239555,0.00006818441,0.000019002415,0.0000466378,0.00022690304,0.00045749595,0.0033011974],"genre_scores_gemma":[0.98762506,0.00008144794,0.011046521,0.000004715151,0.00000185236,0.00002129693,0.00006390416,0.000026905775,0.0011281924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99981827,0.00002114221,0.000009100074,0.000033520897,0.00009870273,0.000019380841],"domain_scores_gemma":[0.99975973,0.00007655048,0.000055446137,0.000022551287,0.000072427,0.000013301566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030396983,0.00043511743,0.00032141784,0.00050786015,0.00024017112,0.0005511422,0.00046867933,0.00060563197,0.0010504378],"category_scores_gemma":[0.00053003593,0.00022965731,0.00032171953,0.00035780558,0.00043606575,0.0003601721,0.00021242445,0.00020800107,0.00018995345],"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":[0.0003308194,0.00008110787,0.014279506,0.0002766662,0.000032770855,0.00055779883,0.0005543415,0.5490306,0.35662732,0.0021387765,0.0005018169,0.07558845],"study_design_scores_gemma":[0.000020515863,0.00034588805,0.012984468,0.000028851795,0.000039114508,0.00018383839,0.00036488893,0.84825397,0.13467924,0.00077002094,0.0022807275,0.000048466824],"about_ca_topic_score_codex":0.0021656023,"about_ca_topic_score_gemma":0.0047836984,"teacher_disagreement_score":0.0021656023,"about_ca_system_score_codex":0.000488361,"about_ca_system_score_gemma":0.00048707068,"threshold_uncertainty_score":0.0043060184},"labels":[],"label_agreement":null},{"id":"W2913408440","doi":"10.1016/j.jenvman.2019.01.040","title":"Effect of overflow tailings properties on cemented paste backfill","year":2019,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for Central Universities of the Central South University; National Key Research and Development Program of China; China Scholarship Council; National Natural Science Foundation of China; Polytechnique Montréal","keywords":"Calcium silicate hydrate; Compressive strength; Ultimate tensile strength; Ettringite; Porosity; Materials science; Cement; Scanning electron microscope; Tailings; Composite material; Curing (chemistry); Calcium silicate; Metallurgy; Portland cement","score_opus":0.0036688559087414943,"score_gpt":0.1576526092113622,"score_spread":0.1539837533026207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913408440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994174,0.00009178903,0.00013293594,0.0000068580835,0.0000064343703,0.000003707726,0.00006602312,0.000016157319,0.00025864484],"genre_scores_gemma":[0.9992859,0.00004440181,0.00013524978,0.000009775723,0.0000028809234,0.0000021653907,0.000055906323,0.0000073622964,0.00045638182],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995809,0.000055483084,0.00004216955,0.000068753594,0.00010881973,0.00014388513],"domain_scores_gemma":[0.99877614,0.0005672778,0.00021053299,0.00008107502,0.00024021642,0.00012473691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044228637,0.000407328,0.00047599585,0.00025050086,0.00036718382,0.0007271431,0.00031156105,0.00055068225,0.004002437],"category_scores_gemma":[0.0011749559,0.00024532783,0.00048018436,0.00030325085,0.00045687016,0.00072219636,0.0003091024,0.00051280897,0.0003713035],"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":[0.010988167,0.00040466478,0.008274496,0.00021995745,0.00004760013,0.0005818122,0.00018549392,0.002704998,0.96893466,0.00007858001,0.0001276694,0.007451955],"study_design_scores_gemma":[0.00004399694,0.0025278155,0.021558153,0.000011748142,0.00008212965,0.000092167356,0.00027682222,0.0017290998,0.9730665,0.00003801272,0.0005521772,0.000021424206],"about_ca_topic_score_codex":0.0020491476,"about_ca_topic_score_gemma":0.0030089999,"teacher_disagreement_score":0.004002437,"about_ca_system_score_codex":0.00039107184,"about_ca_system_score_gemma":0.0003563292,"threshold_uncertainty_score":0.013389409},"labels":[],"label_agreement":null},{"id":"W2915376458","doi":"10.1007/s00603-019-01757-0","title":"Chemically Induced Changes in the Shear Behaviour of Interface Between Rock and Tailings Backfill Undergoing Cementation","year":2019,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tailings; Cementation (geology); Geotechnical engineering; Shear (geology); Cement; Metallurgy; Geology; Shear strength (soil); Direct shear test; Materials science; Soil water; Composite material; Soil science","score_opus":0.011780371670079441,"score_gpt":0.20092121979374014,"score_spread":0.1891408481236607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915376458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991565,0.00007669188,0.0002313111,0.0000129807295,0.0000074795635,0.0000036584825,0.000091001464,0.000011640656,0.00040876583],"genre_scores_gemma":[0.99927753,0.000036331065,0.00012086414,0.000011115105,0.000002041138,0.0000037321947,0.00007814441,0.0000042522634,0.00046598612],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999858,0.000012905643,0.0000076097203,0.000025350426,0.00005449847,0.00004164031],"domain_scores_gemma":[0.9998204,0.0000352599,0.00005415133,0.000012025718,0.00005156297,0.000026560901],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014863936,0.00019805839,0.00019455492,0.00019219708,0.00021575986,0.00025966528,0.00020569886,0.00027460282,0.004297045],"category_scores_gemma":[0.00034557347,0.00015522655,0.00020668223,0.00025884685,0.00042155603,0.00032801367,0.00014778321,0.00041542863,0.0002017409],"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":[0.00063331035,0.000037684902,0.0026118536,0.00006059118,0.000013547043,0.00019485569,0.00012487556,0.0006049075,0.9937452,0.0001919634,0.000071793205,0.0017094669],"study_design_scores_gemma":[0.00001555527,0.00048958685,0.030083723,0.0000076678725,0.000024994648,0.00011900127,0.00043319332,0.0031440947,0.9648698,0.000101232086,0.00069253676,0.000018662942],"about_ca_topic_score_codex":0.0014856021,"about_ca_topic_score_gemma":0.0022096217,"teacher_disagreement_score":0.004297045,"about_ca_system_score_codex":0.0002005583,"about_ca_system_score_gemma":0.0002145532,"threshold_uncertainty_score":0.014375031},"labels":[],"label_agreement":null},{"id":"W2917126563","doi":"10.3390/min9030147","title":"Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation","year":2019,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"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","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Geotechnical engineering; Consolidation (business); Rock mass classification; Hydraulic conductivity; Geology; Compressive strength; Tailings; Mining engineering; Drainage; Materials science; Soil water; Soil science","score_opus":0.01123138205933636,"score_gpt":0.2070449539690868,"score_spread":0.19581357190975043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2917126563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99792755,0.0001668672,0.0010648341,0.00001751366,0.0000106477655,0.000012260412,0.00023963656,0.000024605803,0.0005360793],"genre_scores_gemma":[0.99768984,0.00016777661,0.0013384594,0.000020762795,0.000005896344,0.00003006463,0.0001552943,0.000009266499,0.0005824797],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995347,0.00003468414,0.000031551008,0.00009481126,0.00022225185,0.000082046434],"domain_scores_gemma":[0.99918157,0.00015726346,0.00022804886,0.00008025157,0.00028068575,0.00007219752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043641592,0.0003844467,0.000275671,0.00039841773,0.00039379232,0.0002292318,0.0003083895,0.0004869853,0.0016944791],"category_scores_gemma":[0.000526061,0.0001972909,0.00023426667,0.0005623126,0.00063642254,0.0003045067,0.0003259665,0.00052598305,0.00019492742],"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":[0.00024154264,0.00010064349,0.002504455,0.000071493356,0.0000069299444,0.000104021725,0.00015898036,0.0008371408,0.99381375,0.000089833076,0.000058858765,0.0020123967],"study_design_scores_gemma":[0.000012357771,0.0009940248,0.017162705,0.000012656909,0.00001865434,0.00006664201,0.00033802073,0.0027419112,0.977842,0.0000581451,0.00073268294,0.000020267005],"about_ca_topic_score_codex":0.0012327085,"about_ca_topic_score_gemma":0.0021645175,"teacher_disagreement_score":0.0016944791,"about_ca_system_score_codex":0.00024778958,"about_ca_system_score_gemma":0.00026090632,"threshold_uncertainty_score":0.0056685805},"labels":[],"label_agreement":null},{"id":"W2918033737","doi":"10.5004/dwt.2019.23639","title":"Simulation of cyanide oxidation using calcium and sodium hypochlorite in the Moteh Gold Mine Tailing Dam, Iran","year":2019,"lang":"en","type":"article","venue":"Desalination and Water Treatment","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":"University of Saskatchewan","funders":"","keywords":"Sodium hypochlorite; Cyanide; Calcium; Sodium cyanide; Calcium hypochlorite; Sodium; Chemistry; Environmental science; Environmental chemistry; Mining engineering; Metallurgy; Inorganic chemistry; Geology; Materials science; Chlorine","score_opus":0.03581995813990481,"score_gpt":0.24443008433946878,"score_spread":0.20861012619956398,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2918033737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932869,0.00008706555,0.0037311148,0.00009308791,0.000019966626,0.00003549741,0.00028456363,0.000078734614,0.0023830177],"genre_scores_gemma":[0.9962041,0.00008103901,0.0026362287,0.00001720197,0.000002351411,0.00005180204,0.00021339698,0.0000117279615,0.0007822213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998293,0.000030268347,0.000009418658,0.000034545592,0.000042345036,0.000054115157],"domain_scores_gemma":[0.99954176,0.00022050846,0.000044777313,0.000018551584,0.00013587296,0.0000385276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045452907,0.0007938618,0.0007033508,0.00054606254,0.0006584803,0.0007494158,0.0009370878,0.001481757,0.0011477858],"category_scores_gemma":[0.00079480873,0.00037562565,0.0012850857,0.00044098657,0.0004745923,0.00041538765,0.0006060263,0.0006385886,0.00011334564],"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":[0.00008536781,0.00008064498,0.007321601,0.000054983822,0.000021603531,0.00014257897,0.000049664035,0.9859803,0.0047495766,0.00017888084,0.00011793571,0.0012168571],"study_design_scores_gemma":[0.000026444657,0.00008756019,0.0016759657,0.0000041400262,0.000015180502,0.000014562306,0.0000832247,0.9956364,0.0021559482,0.000096871314,0.00019469773,0.000008917018],"about_ca_topic_score_codex":0.066644624,"about_ca_topic_score_gemma":0.03034268,"teacher_disagreement_score":0.066644624,"about_ca_system_score_codex":0.0014455925,"about_ca_system_score_gemma":0.0017223762,"threshold_uncertainty_score":0.1325134},"labels":[],"label_agreement":null},{"id":"W2921262579","doi":"10.3390/min9030165","title":"Mine Backfilling in the Permafrost, Part I: Numerical Prediction of Thermal Curing Conditions within the Cemented Paste Backfill Matrix","year":2019,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Agnico Eagle (Canada); Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue; Golder Associates (Canada)","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Permafrost; Geotechnical engineering; Curing (chemistry); Multiphysics; Thermal; Heat transfer; Materials science; Rock mass classification; Geology; Composite material; Mechanics; Finite element method; Thermodynamics; Engineering; Structural engineering","score_opus":0.016943117837426892,"score_gpt":0.2172016246632276,"score_spread":0.2002585068258007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921262579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99265265,0.00007386094,0.005782669,0.000033587672,0.000006297284,0.000020108573,0.00014234816,0.00008720542,0.0012011736],"genre_scores_gemma":[0.9955552,0.000047215293,0.003838957,0.000004865707,0.0000010835491,0.000015922516,0.00008225106,0.000012334112,0.00044221873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992406,0.0000090464955,0.000005508194,0.000019843643,0.000026295651,0.000015183411],"domain_scores_gemma":[0.99980384,0.00009694801,0.000036988044,0.000018171104,0.000029572351,0.000014537452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020781036,0.00032196345,0.00034840874,0.0002901603,0.0003116784,0.0005761533,0.00038554132,0.00086610526,0.00082145317],"category_scores_gemma":[0.00045307944,0.0002491078,0.00040098152,0.0002198758,0.00048645012,0.00027268394,0.00022104745,0.00031041156,0.00012962674],"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":[0.0001335813,0.00017029252,0.013689034,0.00011967072,0.000015173229,0.00034798044,0.00018106274,0.9078571,0.06772822,0.00044589947,0.00017082994,0.009141096],"study_design_scores_gemma":[0.000010864279,0.000070528244,0.0040062764,0.0000062422646,0.0000048800657,0.00004011976,0.000061477585,0.98639166,0.009099639,0.00009469863,0.00020357911,0.000010043849],"about_ca_topic_score_codex":0.00908867,"about_ca_topic_score_gemma":0.007773421,"teacher_disagreement_score":0.00908867,"about_ca_system_score_codex":0.00048332152,"about_ca_system_score_gemma":0.0005261237,"threshold_uncertainty_score":0.018071532},"labels":[],"label_agreement":null},{"id":"W2921968771","doi":"10.3390/min9030172","title":"Mine Backfilling in the Permafrost, Part II: Effect of Declining Curing Temperature on the Short-Term Unconfined Compressive Strength of Cemented Paste Backfills","year":2019,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"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","keywords":"Curing (chemistry); Permafrost; Compressive strength; Cement; Materials science; Composite material; Geotechnical engineering; Humidity; Geology; Thermodynamics","score_opus":0.015005328211398945,"score_gpt":0.22215402438213452,"score_spread":0.20714869617073559,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921968771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992919,0.00029941762,0.00015897585,0.0000058809087,0.0000022946135,0.0000043704704,0.00005035447,0.0000044251938,0.00018243956],"genre_scores_gemma":[0.9989133,0.00017296876,0.000404829,0.000008816803,0.0000016341143,0.0000062946933,0.00008556975,0.000006124286,0.0004004344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.000030444802,0.000016525548,0.000042848722,0.000065238746,0.000029882038],"domain_scores_gemma":[0.99970764,0.000074836935,0.000099501536,0.000020982363,0.000057600366,0.000039478735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029539698,0.00027299687,0.00028857865,0.00018369469,0.00020896795,0.00025598763,0.00019635426,0.00024881988,0.00070111756],"category_scores_gemma":[0.00034844578,0.00014843371,0.00025644054,0.0002224857,0.00026087923,0.0002557154,0.00014105582,0.0004240662,0.00012088468],"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":[0.00041287456,0.000044407778,0.003270235,0.00006462526,0.000010026356,0.00007969743,0.00009965266,0.00019231996,0.9925746,0.000014027575,0.0000154137,0.0032222054],"study_design_scores_gemma":[0.0000049984396,0.0009808198,0.04121876,0.000008068653,0.000025163677,0.000095319505,0.00013707852,0.00054384937,0.956322,0.000012379211,0.00064086646,0.000010674041],"about_ca_topic_score_codex":0.0016675695,"about_ca_topic_score_gemma":0.0040378147,"teacher_disagreement_score":0.0016675695,"about_ca_system_score_codex":0.0002411399,"about_ca_system_score_gemma":0.00023855921,"threshold_uncertainty_score":0.0033156872},"labels":[],"label_agreement":null},{"id":"W2936506963","doi":"10.1007/s00603-019-01802-y","title":"Long-Term Stability of a 13.7 × 30.5-m (45 × 100-ft) Undercut Span Beneath Cemented Rockfill at the Turquoise Ridge Mine, Nevada","year":2019,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Barrick Gold (Canada)","funders":"National Institutes of Health","keywords":"Sill; Undercut; Geology; Roof; Geotechnical engineering; Deflection (physics); Mining engineering; Petrology; Engineering; Structural engineering","score_opus":0.010972412634665371,"score_gpt":0.18213568018331588,"score_spread":0.17116326754865052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936506963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99948835,0.000013059095,0.00006257847,0.000008868778,0.0000018827069,0.0000019538052,0.0000818503,0.000005157129,0.00033618347],"genre_scores_gemma":[0.99940276,0.000010038955,0.000069500056,0.0000047179246,0.0000012582841,0.0000022667396,0.00014085666,0.000001948235,0.00036662273],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998758,0.000007064932,0.0000056323,0.000035048026,0.00004986776,0.000026612248],"domain_scores_gemma":[0.9997466,0.000014107446,0.000034622084,0.000015447478,0.0001412051,0.000047884805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018101394,0.00016982673,0.00028450493,0.0004048916,0.0011447198,0.0004429849,0.0005020442,0.00040130963,0.00067503314],"category_scores_gemma":[0.00026540435,0.00012791314,0.00015315076,0.00022091578,0.0003798192,0.00027714437,0.00057449425,0.00030916347,0.00028958518],"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":[0.00044933255,0.00040672437,0.93364364,0.000028829378,0.000063408515,0.0011260515,0.0014746648,0.0027670264,0.04291755,0.00009615319,0.0005872677,0.016439311],"study_design_scores_gemma":[0.000006639609,0.00014595916,0.9930039,0.000011038267,0.0000180363,0.00012687586,0.001609811,0.0024997296,0.0016832417,0.000028421016,0.00085710065,0.0000092313885],"about_ca_topic_score_codex":0.08906402,"about_ca_topic_score_gemma":0.2659206,"teacher_disagreement_score":0.08906402,"about_ca_system_score_codex":0.00092586817,"about_ca_system_score_gemma":0.0006880121,"threshold_uncertainty_score":0.17709118},"labels":[],"label_agreement":null},{"id":"W2936933705","doi":"10.36487/acg_rep/1905_0.2_brown","title":"What are the real risks for tailings facilities?","year":2019,"lang":"en","type":"article","venue":"","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; Computer science; Environmental science; Risk analysis (engineering); Business; Metallurgy; Materials science","score_opus":0.03276743284291536,"score_gpt":0.22945450500581802,"score_spread":0.19668707216290265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936933705","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.055991303,0.16383007,0.011378874,0.7173108,0.0035236408,0.00010842798,0.0015165256,0.00018656437,0.046153776],"genre_scores_gemma":[0.7465783,0.1904113,0.006191074,0.04060479,0.0067126667,0.0001697321,0.00074763014,0.00012090108,0.0084636565],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.98993605,0.003744913,0.0005743185,0.0006530942,0.0039201686,0.0011714281],"domain_scores_gemma":[0.95766246,0.019385638,0.010040576,0.00085301884,0.007891599,0.0041667223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009187914,0.0009986778,0.0011413655,0.0025278737,0.0023341274,0.010328348,0.002099953,0.007563911,0.012266196],"category_scores_gemma":[0.042864844,0.00064541487,0.0013308802,0.0021409062,0.005712336,0.014216069,0.0026830405,0.007022102,0.0030841334],"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":[0.0008967894,0.0006758479,0.07097115,0.008481305,0.0007179442,0.004486253,0.010333681,0.009543111,0.0018027946,0.17913532,0.2256115,0.48734432],"study_design_scores_gemma":[0.00008376997,0.0006386746,0.062120087,0.016379358,0.00043781582,0.008765076,0.074823104,0.0049077934,0.0013992506,0.45290008,0.3768852,0.00065978215],"about_ca_topic_score_codex":0.008271625,"about_ca_topic_score_gemma":0.009425781,"teacher_disagreement_score":0.012266196,"about_ca_system_score_codex":0.0045106662,"about_ca_system_score_gemma":0.007512618,"threshold_uncertainty_score":0.048590958},"labels":[],"label_agreement":null},{"id":"W2939177124","doi":"10.1016/j.conbuildmat.2019.04.061","title":"An experimental study on compressive behaviour of cemented rockfill","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Fundamental Research Funds for the Central Universities; National Key Research and Development Program of China; State Key Laboratory of Coal Resources and Safe Mining; China University of Mining and Technology; National Natural Science Foundation of China","keywords":"Gradation; Compressive strength; Materials science; Composite material; Curing (chemistry); Cohesion (chemistry); Portland cement; Cement; Fly ash; Aggregate (composite); Geotechnical engineering; Geology","score_opus":0.013692678825512405,"score_gpt":0.2435878037915792,"score_spread":0.22989512496606682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2939177124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988864,0.000038532537,0.0003257022,0.0000062176796,0.0000040653063,0.000010890327,0.00008664886,0.000008723003,0.0006327718],"genre_scores_gemma":[0.9987558,0.000038901504,0.00026381522,0.0000043798805,0.0000037670648,0.000008855309,0.00008594388,0.0000042617485,0.00083409774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959046,0.000047593257,0.00002375875,0.00006683442,0.00017451742,0.00009678867],"domain_scores_gemma":[0.99918145,0.0003243293,0.00011844463,0.00011931225,0.00019480805,0.00006165424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004973545,0.00046007166,0.0002985892,0.0003251431,0.0006639783,0.0002264335,0.00047926686,0.00052766345,0.003992115],"category_scores_gemma":[0.0007567572,0.00019354119,0.00029073074,0.0003423228,0.000749724,0.00046327148,0.00032485463,0.0004009536,0.00024158103],"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":[0.00096980593,0.00063308026,0.0037471883,0.00007845973,0.000010112609,0.00017420185,0.00029364607,0.0016970113,0.9893574,0.00020334219,0.00006654086,0.0027691287],"study_design_scores_gemma":[0.00004602056,0.005093633,0.023002323,0.000009938882,0.000030403435,0.0001766342,0.00052094687,0.0045562927,0.9653757,0.00008931176,0.0010745208,0.000024279063],"about_ca_topic_score_codex":0.001916522,"about_ca_topic_score_gemma":0.0029940726,"teacher_disagreement_score":0.003992115,"about_ca_system_score_codex":0.0002607999,"about_ca_system_score_gemma":0.00038386846,"threshold_uncertainty_score":0.013354957},"labels":[],"label_agreement":null},{"id":"W2940305440","doi":"10.1155/2019/5370360","title":"The Effect of Calcium Formate, Sodium Sulfate, and Cement Clinker on Engineering Properties of Fly Ash-Based Cemented Tailings Backfill","year":2019,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","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":"University of Ottawa","funders":"","keywords":"Fly ash; Materials science; Cement; Slump; Ettringite; Tailings; Compressive strength; Clinker (cement); Leaching (pedology); Calcium hydroxide; Metallurgy; Sulfate; Sodium hydroxide; Waste management; Composite material; Chemical engineering; Environmental science; Portland cement","score_opus":0.005818098449769368,"score_gpt":0.1969702748254547,"score_spread":0.19115217637568532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940305440","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946624,0.00020353962,0.00009983191,0.000005508193,0.0000019863849,0.000005201572,0.000041173087,0.0000045671145,0.00017192663],"genre_scores_gemma":[0.998931,0.00025265443,0.00036989554,0.0000099503395,0.0000018357226,0.0000051680495,0.0000735591,0.0000046608557,0.0003512744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997334,0.000058610083,0.00003461641,0.000038416103,0.00008644176,0.000048620615],"domain_scores_gemma":[0.99960333,0.000114853436,0.00011784855,0.000022811953,0.00007917941,0.00006207801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030939374,0.00032796428,0.00031045833,0.0002695064,0.00017724435,0.00038573524,0.00020137632,0.00022793027,0.0006758551],"category_scores_gemma":[0.0003945833,0.00014249,0.00026693812,0.0002626642,0.00022990619,0.00027144613,0.0001732477,0.00032207184,0.00013603763],"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":[0.00063781295,0.00007166219,0.0022976566,0.000080548525,0.000016324226,0.000079157915,0.000040678395,0.00039699324,0.99412113,0.000016761622,0.000010634824,0.0022306286],"study_design_scores_gemma":[0.0000059225526,0.0008475373,0.010147613,0.0000049872892,0.000022446795,0.00003740453,0.00006695128,0.0003953233,0.9881897,0.0000057477846,0.00026997994,0.000006403721],"about_ca_topic_score_codex":0.0015494587,"about_ca_topic_score_gemma":0.004320852,"teacher_disagreement_score":0.0015494587,"about_ca_system_score_codex":0.0002460104,"about_ca_system_score_gemma":0.00029801216,"threshold_uncertainty_score":0.0030809045},"labels":[],"label_agreement":null},{"id":"W2944473903","doi":"10.1155/2019/1802130","title":"Effect of Drainage and Consolidation on the Pore Water Pressures and Total Stresses within Backfilled Stopes and on Barricades","year":2019,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"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","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Consolidation (business); Geotechnical engineering; Drainage; Pore water pressure; Geology; Water pressure; Hydraulic conductivity; Modulus; Materials science; Soil water; Composite material; Soil science","score_opus":0.0026593300301831586,"score_gpt":0.18586304940183226,"score_spread":0.18320371937164912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944473903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989122,0.00010958459,0.0005488381,0.000008641396,0.000003968601,0.000003098529,0.000044529956,0.00001955811,0.00034957263],"genre_scores_gemma":[0.99948895,0.000070571536,0.00026107545,0.0000027407898,5.301622e-7,0.000002632852,0.000033260178,0.0000032693088,0.00013705106],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997905,0.000018657809,0.000019562878,0.00004147995,0.000071984316,0.00005787346],"domain_scores_gemma":[0.9994618,0.00024345529,0.000110822395,0.000042684256,0.00008619678,0.0000550761],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025712163,0.0002768507,0.00049316033,0.0004123824,0.00025613143,0.0006419374,0.00029153095,0.00039318163,0.0010425965],"category_scores_gemma":[0.00080590387,0.0002069007,0.00038952197,0.0003720096,0.0006935856,0.00053644535,0.0003269157,0.0003186253,0.00014067529],"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":[0.0012632287,0.0002520157,0.040965013,0.00037800847,0.000084319596,0.0011564902,0.00040529837,0.26987568,0.6570564,0.0010565375,0.0002777161,0.02722928],"study_design_scores_gemma":[0.000084309686,0.0021440678,0.10240077,0.00006741939,0.00013493698,0.00037508045,0.0015959233,0.33468953,0.5554041,0.0005823113,0.0024013747,0.00012023987],"about_ca_topic_score_codex":0.0025191344,"about_ca_topic_score_gemma":0.0036248304,"teacher_disagreement_score":0.0025191344,"about_ca_system_score_codex":0.000313179,"about_ca_system_score_gemma":0.00040810654,"threshold_uncertainty_score":0.005008936},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18512174,0.0015370534,0.7862472,0.00045765153,0.00013118378,0.00034663497,0.00034848697,0.00081524084,0.024994822],"genre_scores_gemma":[0.9127688,0.00088118325,0.078768335,0.000080995014,0.000039270606,0.00027654247,0.0001589327,0.00007782643,0.0069481973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989323,0.00014774865,0.00006050393,0.00015932714,0.0006250275,0.00007500516],"domain_scores_gemma":[0.9993073,0.00022183286,0.00010601474,0.000078557336,0.00026737156,0.0000189925],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066344213,0.0009315405,0.00051914103,0.0012598879,0.00029704315,0.0007613882,0.0018195993,0.0011650515,0.0018591566],"category_scores_gemma":[0.002048245,0.00031926233,0.00079008535,0.00064240996,0.0006175934,0.000960314,0.0007414826,0.00073628925,0.00047298992],"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":[0.00022109567,0.00024508033,0.0051805982,0.0007057749,0.00003750607,0.0011452759,0.00052425556,0.6237962,0.18634868,0.040391006,0.002445807,0.13895866],"study_design_scores_gemma":[0.000016198139,0.0002650608,0.0013955003,0.00004434154,0.00002215436,0.00039997502,0.000099047036,0.9534696,0.032064974,0.005831772,0.006352887,0.000038511083],"about_ca_topic_score_codex":0.002432656,"about_ca_topic_score_gemma":0.001716283,"teacher_disagreement_score":0.002432656,"about_ca_system_score_codex":0.00059391896,"about_ca_system_score_gemma":0.00073277805,"threshold_uncertainty_score":0.0062195063},"labels":[],"label_agreement":null},{"id":"W2945365283","doi":"10.1080/17480930.2019.1595903","title":"Influence of freeze–thaw cycles on mechanical responses of cemented paste tailings in surface storage","year":2019,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"China Scholarship Council","keywords":"Tailings; Cement; Geotechnical engineering; Environmental science; Curing (chemistry); Materials science; Geology; Mining engineering; Metallurgy; Composite material","score_opus":0.010872822045774803,"score_gpt":0.2111201626482879,"score_spread":0.2002473406025131,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945365283","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99827754,0.00058043184,0.00066550175,0.000018187959,0.000018794177,0.000009891563,0.00010676035,0.000014509309,0.0003085053],"genre_scores_gemma":[0.99869233,0.00023158254,0.0005368115,0.000024663226,0.0000050062918,0.0000114510385,0.00008928669,0.000009585017,0.00039934542],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998006,0.00002627724,0.000018763885,0.000041880205,0.00007617957,0.000036416357],"domain_scores_gemma":[0.9994246,0.00020941692,0.00011465015,0.000051053732,0.00014896208,0.000051469022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030872898,0.00026942854,0.00018038797,0.00018099479,0.00019666698,0.0001625001,0.00014265355,0.00021745794,0.001354401],"category_scores_gemma":[0.0008462242,0.00014769178,0.00018446997,0.00021912112,0.00029188665,0.00027513903,0.00014712449,0.00035909264,0.00013124938],"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":[0.00024911415,0.000029135717,0.0019960129,0.00006816101,0.0000114348195,0.000105112835,0.00021740206,0.00029109014,0.9927921,0.000030296409,0.000053257365,0.0041568414],"study_design_scores_gemma":[0.000006852546,0.00071656,0.02125284,0.0000127069015,0.000021660153,0.000088606466,0.00022100183,0.0015112698,0.97527665,0.0000380833,0.000839124,0.000014673391],"about_ca_topic_score_codex":0.00089787133,"about_ca_topic_score_gemma":0.0018894891,"teacher_disagreement_score":0.001354401,"about_ca_system_score_codex":0.00017461475,"about_ca_system_score_gemma":0.0001324003,"threshold_uncertainty_score":0.0045309067},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90456885,0.0014819568,0.008092406,0.0029672808,0.0009575558,0.000568879,0.0022834332,0.00055675075,0.07852294],"genre_scores_gemma":[0.71408665,0.0012732586,0.009159055,0.0005768954,0.0001727652,0.00009179272,0.002146282,0.00017140896,0.27232188],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.999619,0.000026254782,0.000015621838,0.00006495667,0.00021591787,0.000058268055],"domain_scores_gemma":[0.99911195,0.000045530625,0.000057777408,0.000067586785,0.00044872623,0.00026840882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006178863,0.00044240738,0.00023233876,0.00061449246,0.0023676779,0.0011032259,0.00040601828,0.0005851006,0.012183523],"category_scores_gemma":[0.00084203715,0.00022344023,0.00018221521,0.0003985693,0.0005322504,0.00054975104,0.0008492857,0.00078951044,0.0028570204],"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":[0.0019829094,0.0016534624,0.07493467,0.0008153349,0.00011334987,0.011655783,0.015856091,0.00677339,0.2410769,0.008032638,0.06837304,0.5687325],"study_design_scores_gemma":[0.000059232978,0.0033740893,0.12564516,0.00018333383,0.000025567619,0.003067889,0.011622991,0.0022007888,0.04975038,0.0010984873,0.8028972,0.00007490493],"about_ca_topic_score_codex":0.017070293,"about_ca_topic_score_gemma":0.055056978,"teacher_disagreement_score":0.017070293,"about_ca_system_score_codex":0.0022938836,"about_ca_system_score_gemma":0.0025850479,"threshold_uncertainty_score":0.040757954},"labels":[],"label_agreement":null},{"id":"W2948060552","doi":"10.11159/rtese19.140","title":"Permeability and reactivity of cemented paste backfill with sodium silicate","year":2019,"lang":"en","type":"article","venue":"Proceedings of the International Conference of Recent Trends in Environmental Science and Engineering","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":"University of Ottawa","funders":"","keywords":"Permeability (electromagnetism); Sodium silicate; Silicate; Materials science; Geotechnical engineering; Composite material; Geology; Chemistry; Chemical engineering; Engineering","score_opus":0.015266007787048287,"score_gpt":0.1920144063379661,"score_spread":0.1767483985509178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948060552","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99861383,0.0003604077,0.0004893233,0.000013034211,0.00000556121,0.000005782159,0.00010047503,0.000014694292,0.00039684205],"genre_scores_gemma":[0.99877185,0.00018715597,0.00035630033,0.000010854925,0.0000027527333,0.0000058830187,0.00012441573,0.000007241193,0.0005336298],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973184,0.000045323475,0.000019194791,0.000044583798,0.00011606804,0.000043032378],"domain_scores_gemma":[0.999742,0.00006760786,0.000090029156,0.00001331265,0.000062882915,0.000024245257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028004084,0.00032699583,0.00030246776,0.00031678192,0.0001673812,0.00031392724,0.00018605539,0.0003541533,0.00091074436],"category_scores_gemma":[0.00047135988,0.00015496774,0.00033663446,0.00027532663,0.0002468798,0.00037722738,0.00019414964,0.0002738407,0.00016613223],"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":[0.00016673208,0.000015836455,0.0014867996,0.00006410762,0.0000125593915,0.000070508366,0.00003880048,0.0003100783,0.9965043,0.000028709608,0.000018838244,0.00128272],"study_design_scores_gemma":[0.0000033398965,0.00022201242,0.0067923106,0.0000054674174,0.000014569409,0.000103434584,0.000092279304,0.0011167505,0.9912162,0.000023076449,0.0004018305,0.000008735417],"about_ca_topic_score_codex":0.001264469,"about_ca_topic_score_gemma":0.0015178251,"teacher_disagreement_score":0.001264469,"about_ca_system_score_codex":0.00022680385,"about_ca_system_score_gemma":0.00016660003,"threshold_uncertainty_score":0.0030468106},"labels":[],"label_agreement":null},{"id":"W2949475862","doi":"10.1002/chin.201408242","title":"ChemInform Abstract: A Review of Binders Used in Cemented Paste Tailings for Underground and Surface Disposal Practices","year":2014,"lang":"en","type":"review","venue":"ChemInform","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":"Western University","funders":"","keywords":"Tailings; Chemistry","score_opus":0.04819211293124324,"score_gpt":0.2981103778486362,"score_spread":0.24991826491739297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949475862","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00026425326,0.9948968,0.00022756367,0.00025302498,0.00035614875,0.000018190505,0.00021693042,0.000021442198,0.003745629],"genre_scores_gemma":[0.0013893086,0.99545836,0.00028346284,0.00021104922,0.00013940367,0.0000113480755,0.00020489721,0.0000050135013,0.00229704],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99955195,0.0000593676,0.000067224835,0.00007077468,0.00021865722,0.00003206364],"domain_scores_gemma":[0.99919397,0.00028323923,0.00014422294,0.000023744002,0.0003200614,0.000034724366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006733493,0.0010208047,0.0014100081,0.004157134,0.00031577208,0.0011025281,0.000942312,0.00093128893,0.013142925],"category_scores_gemma":[0.0014036295,0.00037895332,0.0007170803,0.0042417906,0.00031301932,0.0011534304,0.00067555695,0.001122005,0.0057357666],"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":[0.000092319264,0.00007623348,0.00021228843,0.059441216,0.00019179742,0.00012486328,0.000046507623,0.00033386544,0.0033086978,0.0027238352,0.057417616,0.8760308],"study_design_scores_gemma":[0.000013110771,0.00009352326,0.00064063433,0.006997004,0.00023745238,0.0004075966,0.000039234477,0.00005163313,0.0017307713,0.0005019957,0.98926675,0.00002033923],"about_ca_topic_score_codex":0.0020761054,"about_ca_topic_score_gemma":0.0035269526,"teacher_disagreement_score":0.013142925,"about_ca_system_score_codex":0.00054640044,"about_ca_system_score_gemma":0.0019626308,"threshold_uncertainty_score":0.043967426},"labels":[],"label_agreement":null},{"id":"W2950172824","doi":"10.1016/j.conbuildmat.2019.05.162","title":"Effectiveness of alkali-activated slag as alternative binder on workability and early age compressive strength of cemented paste backfills","year":2019,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":252,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"First Quantum Minerals (Canada)","funders":"Fundamental Research Funds for the Central Universities; State Key Laboratory of Coal Resources and Safe Mining; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Compressive strength; Curing (chemistry); Materials science; Sodium hydroxide; Sodium silicate; Composite material; Chemistry","score_opus":0.008698816739747525,"score_gpt":0.21508027141779196,"score_spread":0.20638145467804442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2950172824","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99913055,0.00047455952,0.00011026938,0.000005793742,0.00000638775,0.0000027064907,0.0000384768,0.000006880882,0.00022439608],"genre_scores_gemma":[0.999358,0.00016408882,0.00012392395,0.0000042413867,0.0000027585388,0.0000017039836,0.000028032131,0.0000029908156,0.0003142462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996891,0.0000466796,0.000029782004,0.000044395292,0.00011402159,0.0000759515],"domain_scores_gemma":[0.9996805,0.0000757504,0.00008490474,0.000021072272,0.000079676225,0.000058123955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000337118,0.00030440776,0.00035990542,0.0004090573,0.00023701866,0.00038493154,0.0002774439,0.0002676522,0.0011673422],"category_scores_gemma":[0.00044205177,0.00011360729,0.00040483,0.0003050498,0.00021894903,0.00034848746,0.0002292777,0.00026128,0.00017030461],"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":[0.0022598861,0.00016628967,0.002678142,0.00014187893,0.000027671265,0.000096743526,0.00006993193,0.0008553059,0.9861609,0.00006767804,0.000034339453,0.0074412916],"study_design_scores_gemma":[0.000014397873,0.0012802358,0.0074620782,0.000009103794,0.00005593197,0.00004141981,0.00008675513,0.0013893939,0.9891888,0.000026369244,0.0004330643,0.000012504354],"about_ca_topic_score_codex":0.0015574701,"about_ca_topic_score_gemma":0.0028789788,"teacher_disagreement_score":0.0015574701,"about_ca_system_score_codex":0.00020694865,"about_ca_system_score_gemma":0.0003501706,"threshold_uncertainty_score":0.003905177},"labels":[],"label_agreement":null},{"id":"W2951677188","doi":"10.1139/er-2018-0116","title":"Revue de la réglementation sur la valorisation des résidus miniers hors site au Québec","year":2019,"lang":"fr","type":"article","venue":"Environmental Reviews","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":true,"route_about_ca":true,"ca_institutions":"Agnico Eagle (Canada); Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"","keywords":"Humanities; Forestry; Valorisation; Political science; Art; Geography; Engineering","score_opus":0.01174031941507045,"score_gpt":0.20999000381237778,"score_spread":0.19824968439730734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2951677188","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52743196,0.10680012,0.035610575,0.043525286,0.0021081767,0.00071924075,0.0056678234,0.00097139686,0.27716538],"genre_scores_gemma":[0.7153669,0.05926729,0.020653559,0.0048441174,0.00015387821,0.00017980374,0.002367831,0.00026656562,0.19690014],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9971534,0.00026712017,0.000096915806,0.00031830912,0.00182249,0.00034175417],"domain_scores_gemma":[0.99105,0.00048452083,0.0002813122,0.00017966433,0.007604533,0.00039997816],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00417406,0.0005749144,0.00048350813,0.0018699887,0.0034936538,0.0031817667,0.0018338357,0.0011246508,0.009437975],"category_scores_gemma":[0.003275801,0.00044068377,0.00074169954,0.0022992021,0.0015394966,0.0011997409,0.00075312745,0.001668185,0.0011767363],"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":[0.00069805776,0.00042259812,0.066525735,0.0031719306,0.00028094434,0.001261056,0.006364832,0.0084943175,0.1174592,0.011355113,0.05834968,0.7256165],"study_design_scores_gemma":[0.000035322184,0.0007046781,0.17982084,0.0018992844,0.00025205102,0.0003146038,0.0066038347,0.004916236,0.03478562,0.0010617473,0.76938564,0.00021998501],"about_ca_topic_score_codex":0.9655074,"about_ca_topic_score_gemma":0.9815599,"teacher_disagreement_score":0.034492612,"about_ca_system_score_codex":0.031643428,"about_ca_system_score_gemma":0.053662736,"threshold_uncertainty_score":0.22959024},"labels":[],"label_agreement":null},{"id":"W2952380975","doi":"10.82308/26018","title":"An investigation into the develpoment and potential of foam minefill","year":2015,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","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; Gangue; Foaming agent; Sulfide minerals; Compressive strength; Materials science; Waste management; Mining engineering; Geotechnical engineering; Geology; Metallurgy; Composite material; Sulfide; Engineering; Porosity","score_opus":0.01953709777680094,"score_gpt":0.20147917294595927,"score_spread":0.18194207516915833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952380975","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99184847,0.0011972551,0.0019329067,0.00008020474,0.000011918915,0.000028231787,0.0000944823,0.000039193263,0.004767348],"genre_scores_gemma":[0.994962,0.00069839566,0.0013051382,0.000020598232,0.0000038896937,0.000013459258,0.00005338868,0.000008073256,0.002935059],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999617,0.000046474484,0.0000128353395,0.00004465356,0.00020475195,0.0000742731],"domain_scores_gemma":[0.99968493,0.00009424105,0.000056560668,0.000021509837,0.000113939706,0.00002884052],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054457935,0.00018570959,0.00025975713,0.00054116163,0.00039480889,0.00066974387,0.00029198072,0.0006165662,0.0016888349],"category_scores_gemma":[0.00065708073,0.00012713757,0.00028957054,0.00039288303,0.0003949211,0.00066056737,0.00029984038,0.00021648832,0.00032204666],"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":[0.0009782563,0.00018980143,0.027102474,0.0007584813,0.000024855393,0.0013492395,0.0005185432,0.0057462757,0.8778955,0.0025367022,0.00050064136,0.08239913],"study_design_scores_gemma":[0.000028421882,0.0034247932,0.05300529,0.00018242479,0.00006867488,0.0023802437,0.0022457761,0.016463751,0.88899046,0.0010622002,0.03209695,0.000051122617],"about_ca_topic_score_codex":0.0015255938,"about_ca_topic_score_gemma":0.0031602385,"teacher_disagreement_score":0.0016888349,"about_ca_system_score_codex":0.0004946525,"about_ca_system_score_gemma":0.0005328044,"threshold_uncertainty_score":0.0056497455},"labels":[],"label_agreement":null},{"id":"W2955506274","doi":"","title":"Lowered expectations : the impact of yield stress on sand transport in laminar, non-Newtonian slurry flows","year":2007,"lang":"en","type":"article","venue":"Journal of the Southern African Institute of Mining and Metallurgy","topic":"Tailings Management and Properties","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Syncrude (Canada)","funders":"","keywords":"Laminar flow; Settling; Slurry; Geotechnical engineering; Newtonian fluid; Mechanics; Shear stress; Pressure gradient; Materials science; Flow (mathematics); Particle (ecology); Geology; Environmental science; Composite material; Environmental engineering; Physics","score_opus":0.014845482752258577,"score_gpt":0.22232972196243753,"score_spread":0.20748423921017894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2955506274","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8950768,0.0010576651,0.014908118,0.038307082,0.0005066599,0.00015253817,0.000996263,0.0002624752,0.04873235],"genre_scores_gemma":[0.9950323,0.00019741415,0.0009030882,0.0014285475,0.00011392465,0.00003845476,0.00014685551,0.00003560193,0.0021037976],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9966241,0.0010683342,0.00023580111,0.00044553122,0.0012895237,0.00033671394],"domain_scores_gemma":[0.9634385,0.021186393,0.006636798,0.0012026096,0.00557702,0.0019586508],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0069750226,0.00052955793,0.00048493108,0.00046221504,0.0007778099,0.0036166285,0.0013631749,0.0021977737,0.01190481],"category_scores_gemma":[0.056104247,0.0002133842,0.00041245847,0.00041197354,0.0014629659,0.0021544388,0.0009924708,0.0016558196,0.0025587257],"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":[0.009037974,0.0016138613,0.7032526,0.0017824845,0.00021961148,0.0037090657,0.007226454,0.022150962,0.03520718,0.06334375,0.020836882,0.13161922],"study_design_scores_gemma":[0.00040926668,0.0046318946,0.67271996,0.00094792957,0.00022555448,0.0016237646,0.020838726,0.09642096,0.038346265,0.14480832,0.018656636,0.00037081577],"about_ca_topic_score_codex":0.004634777,"about_ca_topic_score_gemma":0.0027354094,"teacher_disagreement_score":0.01190481,"about_ca_system_score_codex":0.0018315675,"about_ca_system_score_gemma":0.0013938275,"threshold_uncertainty_score":0.03982556},"labels":[],"label_agreement":null},{"id":"W2962748285","doi":"10.1007/s10706-019-01011-y","title":"Effects of Silica Fume on the Performance of Cemented Paste Backfill Mixed with Brine","year":2019,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Silica fume; Brine; Materials science; Corrosion; Rheology; Scanning electron microscope; Chloride; Compressive strength; Composite material; Metallurgy; Chemistry","score_opus":0.0035907135949124484,"score_gpt":0.1372602091013079,"score_spread":0.13366949550639545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2962748285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999498,0.00008282525,0.000113985996,0.0000075881417,0.000006896587,0.0000025205395,0.000058888374,0.000010141852,0.0002191502],"genre_scores_gemma":[0.99904484,0.000070440685,0.00013185818,0.000010545107,0.0000026705775,0.0000021826174,0.00007024171,0.0000066104362,0.000660628],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996995,0.00004403791,0.000026474341,0.000051059644,0.000091463786,0.00008761928],"domain_scores_gemma":[0.9995708,0.00014787693,0.00007195423,0.000029516383,0.00012600824,0.00005386584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002585563,0.00040806254,0.00040018474,0.0002053802,0.00028649933,0.00035363896,0.0002655719,0.000487242,0.0018497866],"category_scores_gemma":[0.00045943182,0.00017765346,0.00043605515,0.00015891645,0.00031073313,0.0002950727,0.0002029324,0.00036839835,0.00035605044],"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":[0.006352776,0.0002631508,0.0052866973,0.00010644865,0.000049331957,0.00020720405,0.00012895293,0.0013913974,0.9829732,0.000044630273,0.00006309364,0.0031331668],"study_design_scores_gemma":[0.00001652463,0.002497766,0.010393244,0.000006834727,0.00003838623,0.000046979654,0.00012417538,0.0016196911,0.9849958,0.000016929507,0.00023251194,0.000011151073],"about_ca_topic_score_codex":0.003979852,"about_ca_topic_score_gemma":0.005331189,"teacher_disagreement_score":0.003979852,"about_ca_system_score_codex":0.00026526343,"about_ca_system_score_gemma":0.00033492775,"threshold_uncertainty_score":0.007913411},"labels":[],"label_agreement":null},{"id":"W2963917275","doi":"10.1007/s00603-019-01909-2","title":"Shear Behavior of the Interface Between Rock and Cemented Backfill: Effect of Curing Stress, Drainage Condition and Backfilling Rate","year":2019,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":false,"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; China Scholarship Council; University of Ottawa","keywords":"Geotechnical engineering; Curing (chemistry); Drainage; Shear stress; Materials science; Shear (geology); Composite material; Geology","score_opus":0.004835749681956046,"score_gpt":0.1931065660816116,"score_spread":0.18827081639965557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2963917275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990312,0.00007276434,0.00039064029,0.000011500207,0.000006431233,0.000004183259,0.000116503295,0.000024034893,0.0003429023],"genre_scores_gemma":[0.9991872,0.000035451005,0.00017935864,0.000009537105,0.0000027296915,0.0000032950709,0.00015102244,0.0000089319465,0.000422507],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981886,0.000019123518,0.000020233241,0.00003904168,0.000049540795,0.000053144955],"domain_scores_gemma":[0.9994949,0.00016555721,0.00010463851,0.000036228725,0.00012027611,0.00007847998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041215387,0.00030487913,0.00036000236,0.00044065499,0.00028935113,0.00048768832,0.00024114033,0.00040144162,0.004489241],"category_scores_gemma":[0.00078600104,0.0002305962,0.00031139504,0.00032820983,0.0005178657,0.00048185498,0.00019722508,0.00048256328,0.00041522135],"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":[0.0029359458,0.00013734339,0.011547458,0.000089341134,0.00002706469,0.00031086916,0.00047467797,0.0026505245,0.9754146,0.00028026814,0.00017390233,0.005958087],"study_design_scores_gemma":[0.00006489667,0.0018377834,0.08081882,0.000027853848,0.000091548296,0.00019112867,0.0010455394,0.022118976,0.8923439,0.00015972734,0.0012428152,0.00005697291],"about_ca_topic_score_codex":0.0018655085,"about_ca_topic_score_gemma":0.0016476098,"teacher_disagreement_score":0.004489241,"about_ca_system_score_codex":0.00018399041,"about_ca_system_score_gemma":0.00034755564,"threshold_uncertainty_score":0.015017986},"labels":[],"label_agreement":null},{"id":"W2966860342","doi":"10.11159/icepr19.163","title":"First Report of Field Remediation of Contaminated Tailings from the Collapsed Fundão Dam in Brazil","year":2019,"lang":"en","type":"article","venue":"Proceedings of the World Congress on New Technologies","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Environmental remediation; Tailings dam; Environmental science; Contamination; Field (mathematics); Mining engineering; Geology; Metallurgy; Materials science","score_opus":0.008985156488167702,"score_gpt":0.20727807030758857,"score_spread":0.19829291381942088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966860342","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99796426,0.00029949105,0.0003648612,0.00003313279,0.000004003339,0.000020855876,0.000054565768,0.0000075230164,0.0012512793],"genre_scores_gemma":[0.9975848,0.0003497234,0.0007459819,0.000027765796,0.000003880703,0.000006559734,0.00009391266,0.0000035844491,0.0011836814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998221,0.000017415738,0.000010516499,0.000046928413,0.00006209521,0.00004107532],"domain_scores_gemma":[0.9998481,0.000015061078,0.00005123397,0.000014903367,0.000051477677,0.000019152882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021804882,0.00031810233,0.00030560113,0.00042629242,0.0008066576,0.0003841082,0.0002811988,0.00029216785,0.0005984409],"category_scores_gemma":[0.00028682675,0.00009675823,0.00025004463,0.000362916,0.0003332991,0.00019525926,0.00041399238,0.00014814723,0.00009909336],"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":[0.00033087778,0.00026063665,0.30057904,0.00054558815,0.00010757642,0.0055859326,0.008153041,0.00045689358,0.59891754,0.00032955135,0.00039858907,0.08433479],"study_design_scores_gemma":[0.00001781614,0.00290449,0.86417764,0.00008899893,0.00018023652,0.0037979688,0.006673921,0.0008191545,0.09501267,0.0002208243,0.026073482,0.000032852975],"about_ca_topic_score_codex":0.024940183,"about_ca_topic_score_gemma":0.07925125,"teacher_disagreement_score":0.024940183,"about_ca_system_score_codex":0.00035788317,"about_ca_system_score_gemma":0.00062109524,"threshold_uncertainty_score":0.04959005},"labels":[],"label_agreement":null},{"id":"W2969479351","doi":"10.1016/j.ultras.2019.105983","title":"Ultrasonic evaluation of strength properties of cemented paste backfill: Effects of mineral admixture and curing temperature","year":2019,"lang":"en","type":"article","venue":"Ultrasonics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"First Quantum Minerals (Canada)","funders":"China Electronics Technology Group Corporation; China Postdoctoral Science Foundation; National Natural Science Foundation of China; North Carolina Central University","keywords":"Materials science; Curing (chemistry); Ultrasonic sensor; Composite material; Acoustics","score_opus":0.00833913147089796,"score_gpt":0.19307670295485552,"score_spread":0.18473757148395756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2969479351","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971655,0.0003517766,0.0020253214,0.000018396759,0.000008396753,0.0000071338272,0.00006979117,0.000030506462,0.00032309632],"genre_scores_gemma":[0.99822325,0.00014741739,0.0008545028,0.000009263446,0.0000035322134,0.0000069186476,0.00007359522,0.000009365707,0.00067214767],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997452,0.000036363806,0.000027636124,0.000037379265,0.000107754015,0.00004571368],"domain_scores_gemma":[0.9994972,0.00019373962,0.00009788273,0.000034839708,0.00014363522,0.000032642623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043001198,0.00029160766,0.00028313923,0.00021552097,0.00015472618,0.00020222524,0.00022323175,0.0003260535,0.0011348963],"category_scores_gemma":[0.00061565725,0.00020339091,0.00031611093,0.00022820316,0.00022277738,0.00031851596,0.00013970173,0.00032111126,0.00018362956],"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":[0.0004637015,0.000032073352,0.0011243204,0.000036118065,0.000008083152,0.000029252538,0.00006093085,0.00022313035,0.9955207,0.000022447037,0.000018218516,0.0024610872],"study_design_scores_gemma":[0.000005110521,0.0004904382,0.0051095854,0.0000018226399,0.000022941367,0.000035723,0.000057781395,0.0008513507,0.99325436,0.000008053237,0.00015719798,0.000005610759],"about_ca_topic_score_codex":0.000763858,"about_ca_topic_score_gemma":0.001136031,"teacher_disagreement_score":0.0011348963,"about_ca_system_score_codex":0.00017176093,"about_ca_system_score_gemma":0.00021638698,"threshold_uncertainty_score":0.003796637},"labels":[],"label_agreement":null},{"id":"W2971941466","doi":"10.1201/9780429319778-159","title":"Safety by design – the new intake at John Hart generating station project","year":2019,"lang":"en","type":"book-chapter","venue":"","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":"Engineering; History","score_opus":0.029389845532657288,"score_gpt":0.2028159705097096,"score_spread":0.17342612497705232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971941466","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28510234,0.0016045591,0.14172709,0.016930725,0.0010023474,0.002422856,0.0010213954,0.0027729424,0.5474157],"genre_scores_gemma":[0.34192118,0.001534302,0.083259776,0.00068322726,0.00014886304,0.00073012384,0.001354468,0.0006189337,0.5697491],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99756,0.0004907498,0.000034647917,0.0001365525,0.0015446001,0.00023341968],"domain_scores_gemma":[0.9976706,0.00019967445,0.0001109403,0.00022753337,0.0012121013,0.0005790244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0043363827,0.00044885144,0.00020156438,0.0005638733,0.0017427414,0.003080154,0.0009669666,0.0009557807,0.016393466],"category_scores_gemma":[0.0022014042,0.00035314052,0.00030667696,0.00038346465,0.0012852204,0.0009759105,0.0017627598,0.0010383936,0.0026230435],"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":[0.0006852034,0.0012742175,0.01444966,0.0005410133,0.00006828039,0.00090469804,0.0052967533,0.02421935,0.035278954,0.07763634,0.13665621,0.7029893],"study_design_scores_gemma":[0.00018885592,0.002402793,0.015389962,0.00018891212,0.000047622914,0.0003352869,0.003547454,0.013491371,0.016832849,0.010535988,0.93697375,0.00006514597],"about_ca_topic_score_codex":0.028485436,"about_ca_topic_score_gemma":0.081249945,"teacher_disagreement_score":0.028485436,"about_ca_system_score_codex":0.0050640902,"about_ca_system_score_gemma":0.015501313,"threshold_uncertainty_score":0.056639314},"labels":[],"label_agreement":null},{"id":"W2972055148","doi":"10.1201/9780429319778-314","title":"Responsible tailings management – global best practice guidance","year":2019,"lang":"en","type":"book-chapter","venue":"","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; Environmental planning; Environmental science; Materials science; Metallurgy","score_opus":0.014517006803890611,"score_gpt":0.2250842847334014,"score_spread":0.21056727792951077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972055148","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0024316849,0.03372913,0.118277706,0.28827506,0.006603487,0.002258248,0.0017808197,0.0038644073,0.5427795],"genre_scores_gemma":[0.064113386,0.09615688,0.35398105,0.085429035,0.0027685831,0.0027575553,0.0059629697,0.0021904784,0.38664007],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.94798034,0.009452033,0.0032378957,0.0027426833,0.03238652,0.004200517],"domain_scores_gemma":[0.93980867,0.009403698,0.0033205494,0.006129499,0.03481528,0.0065222546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.036117475,0.0023835634,0.0013280445,0.0067131254,0.005032791,0.015996352,0.0094711585,0.019218134,0.028859377],"category_scores_gemma":[0.051875845,0.0014450565,0.0017057079,0.0073304847,0.007984727,0.010856141,0.010342487,0.008328372,0.018903604],"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":[0.00003037769,0.00025858716,0.0007981188,0.0012297593,0.000030716168,0.00039521014,0.0018356661,0.0049878904,0.0008794403,0.1404439,0.5672395,0.28187087],"study_design_scores_gemma":[0.000010752639,0.00002496278,0.00040304408,0.0018203752,0.0000064680294,0.00008292376,0.00065016793,0.0005470826,0.00026009406,0.017276898,0.9788847,0.000032609587],"about_ca_topic_score_codex":0.1662305,"about_ca_topic_score_gemma":0.19990419,"teacher_disagreement_score":0.1662305,"about_ca_system_score_codex":0.02629257,"about_ca_system_score_gemma":0.1564078,"threshold_uncertainty_score":0.33052588},"labels":[],"label_agreement":null},{"id":"W2972128163","doi":"10.1139/cjce-2019-0028","title":"Improving engineering properties of mature fine tailings using <i>Tubifex</i>","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","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":true,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Tubifex tubifex; Tailings; Tubifex; Dewatering; Geotechnical engineering; Environmental science; Ecology; Chemistry; Environmental engineering; Geology; Environmental chemistry; Materials science; Biology; Metallurgy","score_opus":0.007056592548457493,"score_gpt":0.14780430068047404,"score_spread":0.14074770813201654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2972128163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99823207,0.00041303472,0.00096136675,0.00001724822,0.0000064884644,0.000012402947,0.000049956234,0.000013858938,0.0002934655],"genre_scores_gemma":[0.99392337,0.0006258867,0.0032913743,0.00003692804,0.0000057172438,0.000016095337,0.0001452318,0.000011739226,0.0019436388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999187,0.000005690199,0.0000070871274,0.000022213619,0.000026110914,0.000020263571],"domain_scores_gemma":[0.9999057,0.000006976542,0.000043481265,0.0000052474556,0.000020324349,0.00001821104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000108487206,0.00041171716,0.00025337515,0.00018622966,0.00022844067,0.000376326,0.0001780206,0.00026571675,0.00066917634],"category_scores_gemma":[0.00016142754,0.000104843384,0.00028326045,0.00018747163,0.00016228626,0.00028511614,0.00021863673,0.0003302503,0.00011818712],"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":[0.00005365137,0.00002145323,0.0017381593,0.000058343856,0.0000070491215,0.000053885913,0.0000310999,0.00018417761,0.9915336,0.000015179664,0.00001507313,0.006288341],"study_design_scores_gemma":[0.0000062796526,0.0013168085,0.055177994,0.000025952319,0.000051871903,0.00021059313,0.00020490198,0.00074860384,0.9384696,0.000036821857,0.0037378129,0.000012652614],"about_ca_topic_score_codex":0.0022788413,"about_ca_topic_score_gemma":0.0057057906,"teacher_disagreement_score":0.0022788413,"about_ca_system_score_codex":0.00029086656,"about_ca_system_score_gemma":0.00021581686,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W2976565661","doi":"10.3390/ma12193207","title":"Evaluation of Mechanical Properties and Microscopic Structure of Coal Gangue after Aqueous Solution Treatment","year":2019,"lang":"en","type":"article","venue":"Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Natural Science Foundation of China","keywords":"Gangue; Coal; Materials science; Coal mining; Aqueous solution; Metallurgy; Mineralogy; Waste management; Chemistry","score_opus":0.022229846038602567,"score_gpt":0.2150324597960054,"score_spread":0.19280261375740285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2976565661","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979482,0.00037449098,0.0009795446,0.000015296091,0.000008520104,0.000009977448,0.00008483258,0.000010093615,0.000568998],"genre_scores_gemma":[0.99693215,0.00026300523,0.0010657153,0.000015939946,0.0000035050628,0.000012767009,0.00010105437,0.0000062133436,0.0015996727],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999225,0.0000070290375,0.0000048571387,0.000013272405,0.00003907463,0.000013194991],"domain_scores_gemma":[0.9998915,0.00002126412,0.000027985778,0.0000057583516,0.00003902251,0.000014401586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012213289,0.00020022813,0.000111305264,0.00035194305,0.00017019795,0.00013759361,0.00010443507,0.0002321138,0.0012058486],"category_scores_gemma":[0.00016482135,0.00009322599,0.0001467041,0.00019331471,0.00015820871,0.00024282688,0.00011302855,0.00023402087,0.0000956713],"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":[0.000045524386,0.00001186007,0.0008268329,0.000030923224,0.000002579147,0.000040537943,0.000032511798,0.00007714813,0.9971808,0.000025868387,0.0000126465975,0.0017127646],"study_design_scores_gemma":[0.0000046672812,0.00030224517,0.019123396,0.0000052054424,0.000013624823,0.000111663416,0.00015645813,0.00082894124,0.978308,0.00004312766,0.0010954302,0.000007210525],"about_ca_topic_score_codex":0.00073052663,"about_ca_topic_score_gemma":0.0018357281,"teacher_disagreement_score":0.0012058486,"about_ca_system_score_codex":0.00009391707,"about_ca_system_score_gemma":0.000082558385,"threshold_uncertainty_score":0.0040339828},"labels":[],"label_agreement":null},{"id":"W2980824056","doi":"10.1155/2019/6742392","title":"Assessment of Acoustic Emission and Triaxial Mechanical Properties of Rock-Cemented Tailings Matrix Composites","year":2019,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"First Quantum Minerals (Canada)","funders":"China Postdoctoral Science Foundation; Fundamental Research Funds for the Central Universities; Ministry of Education of the People's Republic of China; National Natural Science Foundation of China","keywords":"Acoustic emission; Materials science; Ultimate tensile strength; Compaction; Geotechnical engineering; Composite material; Tailings; Stress (linguistics); Geology; Metallurgy","score_opus":0.006596840305281299,"score_gpt":0.23035051946854945,"score_spread":0.22375367916326816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2980824056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99458426,0.0004046111,0.003939071,0.000015737505,0.000012393431,0.00001961903,0.00020114731,0.000042748223,0.0007803624],"genre_scores_gemma":[0.9956085,0.00022880075,0.0027668953,0.000018989344,0.0000061567,0.000038492806,0.00018934254,0.000016966089,0.00112588],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971396,0.000019509289,0.000021522239,0.000061680745,0.00015160508,0.00003170529],"domain_scores_gemma":[0.9994267,0.00009079017,0.00012497694,0.000027944985,0.0002740256,0.000055569464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003335658,0.00039217577,0.00018027176,0.00084566395,0.00021345585,0.00021053146,0.00015483555,0.00034520004,0.00087019906],"category_scores_gemma":[0.00041892685,0.00018893323,0.00019596056,0.0004819655,0.00025021585,0.00038451527,0.00016083894,0.0003716353,0.0001562819],"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":[0.000056181856,0.000024072477,0.0018821949,0.000044661472,0.000006180838,0.00005028176,0.000082874445,0.00017081643,0.99506843,0.000026103504,0.00002411409,0.0025640887],"study_design_scores_gemma":[0.0000064736664,0.00042526866,0.061721016,0.000009249684,0.00004309746,0.00016316795,0.00028893832,0.0033425034,0.9329486,0.00004396853,0.0009796522,0.000028100594],"about_ca_topic_score_codex":0.0009750192,"about_ca_topic_score_gemma":0.00226316,"teacher_disagreement_score":0.0009750192,"about_ca_system_score_codex":0.00014278963,"about_ca_system_score_gemma":0.000106407664,"threshold_uncertainty_score":0.0029110909},"labels":[],"label_agreement":null},{"id":"W2981063137","doi":"10.1007/s00521-019-04517-x","title":"A Gaussian process machine learning model for cemented rockfill strength prediction at a diamond mine","year":2019,"lang":"en","type":"article","venue":"Neural Computing and Applications","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Hyperparameter; Gaussian process; Computer science; Compressive strength; Machine learning; Artificial intelligence; Kriging; Predictive modelling; Test data; Confidence interval; Gaussian; Data mining; Mathematics; Statistics; Materials science","score_opus":0.012097185552667774,"score_gpt":0.2217295173764195,"score_spread":0.2096323318237517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981063137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.795831,0.00024288525,0.20012346,0.0007383126,0.000072207644,0.000041864092,0.0005269357,0.0007402317,0.0016831342],"genre_scores_gemma":[0.99292576,0.00004361269,0.005263495,0.000037218237,0.000013668497,0.000023653763,0.00021885702,0.000015652893,0.001458151],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977916,0.000043709108,0.00001299939,0.00007709736,0.00003547072,0.000051533363],"domain_scores_gemma":[0.9993098,0.0003749697,0.000062490966,0.00003993666,0.00017096342,0.000041834264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087775465,0.00047667825,0.0009619586,0.00058289664,0.00050502527,0.0007167226,0.0019334292,0.0018644602,0.0010483464],"category_scores_gemma":[0.0016497484,0.00045120696,0.0007148723,0.0006559217,0.00058712007,0.00069522945,0.0006365724,0.001378696,0.00032723002],"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":[0.00007995048,0.00008380505,0.0045740907,0.000012395644,0.000018287108,0.000046954763,0.000022615832,0.9842683,0.00066022464,0.0007300546,0.00041291615,0.009090426],"study_design_scores_gemma":[0.0000024875592,0.0000050132808,0.00033515517,4.361044e-7,0.0000016062038,0.0000015435403,0.0000020195632,0.99942577,0.00006326032,0.00014283095,0.000017542698,0.0000022915442],"about_ca_topic_score_codex":0.0623752,"about_ca_topic_score_gemma":0.039730854,"teacher_disagreement_score":0.0623752,"about_ca_system_score_codex":0.0011242989,"about_ca_system_score_gemma":0.0012815924,"threshold_uncertainty_score":0.12402427},"labels":[],"label_agreement":null},{"id":"W2981813103","doi":"","title":"Caracterização hidrogeológica do aquífero cauê, quadrilátero ferrífero, MG: Subsídios para a gestão dos recursos hídricos no quadrilátero ferrífero","year":2007,"lang":"pt","type":"article","venue":"Americanae (AECID Library)","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":"Physics; Humanities; Geomorphology; Geology; Art","score_opus":0.016758186728107513,"score_gpt":0.2244068691389259,"score_spread":0.2076486824108184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981813103","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9899587,0.0018031098,0.003325169,0.00016281701,0.000009741046,0.000028044005,0.0009553786,0.00009238584,0.0036646796],"genre_scores_gemma":[0.9951355,0.00033799477,0.0016646415,0.000019404704,0.0000016558839,0.000009729747,0.0003154527,0.000010171708,0.0025054014],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999871,0.000011950435,0.000007097719,0.000050254035,0.00003664573,0.00002297057],"domain_scores_gemma":[0.9998104,0.000029633922,0.000047923313,0.0000076692295,0.00008182305,0.000022520273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022474505,0.00026724956,0.00022298479,0.00073401444,0.00042995848,0.0007692431,0.0003518818,0.000411202,0.0022838393],"category_scores_gemma":[0.00030790683,0.00017122034,0.00020229236,0.00089529436,0.00031374083,0.00051970745,0.000316672,0.00019378788,0.00031420842],"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":[0.00048022668,0.00004551013,0.34853807,0.00077032053,0.00008987173,0.00036796948,0.0009751508,0.0022791782,0.6077282,0.0014117224,0.0007034466,0.036610276],"study_design_scores_gemma":[0.000011323601,0.00018107984,0.93638176,0.00004871147,0.00006904925,0.0005666081,0.0017350771,0.0032006525,0.044768002,0.00074891414,0.0122686755,0.000020089687],"about_ca_topic_score_codex":0.04144093,"about_ca_topic_score_gemma":0.06662997,"teacher_disagreement_score":0.04144093,"about_ca_system_score_codex":0.000990842,"about_ca_system_score_gemma":0.00083000626,"threshold_uncertainty_score":0.08239943},"labels":[],"label_agreement":null},{"id":"W2982019059","doi":"10.1680/jmacr.19.00311","title":"Sulfate-induced changes in rheological properties of fibre-reinforced cemented paste backfill","year":2019,"lang":"en","type":"article","venue":"Magazine of Concrete Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Cement; Rheology; Sulfate; Materials science; Viscosity; Zeta potential; Yield (engineering); Composite material; Geotechnical engineering; Metallurgy; Geology","score_opus":0.06372646885484544,"score_gpt":0.2733897520680968,"score_spread":0.20966328321325134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982019059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99904007,0.00028560762,0.00031340768,0.000013126803,0.000010800183,0.0000074671466,0.00007727531,0.000008944167,0.00024333052],"genre_scores_gemma":[0.99884725,0.00020917623,0.0003816209,0.0000144931455,0.00000396103,0.000010627172,0.00008374789,0.0000060238813,0.0004431524],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976844,0.000048250655,0.000023673361,0.00003528417,0.00007931765,0.00004494317],"domain_scores_gemma":[0.99967575,0.000072090086,0.000107831656,0.00001798415,0.000088277025,0.000038074257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031563305,0.00038020208,0.00028072385,0.0001978172,0.00015343462,0.00022656244,0.00012103936,0.00026678698,0.0009594434],"category_scores_gemma":[0.0004943268,0.00015394387,0.0002601113,0.00018797317,0.00024926462,0.00033357696,0.00016566462,0.00046971178,0.00016073821],"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":[0.00026905976,0.000045364577,0.00078419305,0.000042176704,0.000008499294,0.00005283509,0.000061214654,0.00016795215,0.99739635,0.00002018595,0.000019811816,0.0011324107],"study_design_scores_gemma":[0.000008034251,0.0007209903,0.0110802315,0.000008112452,0.000014165567,0.00004315023,0.000097823555,0.0011416632,0.98645926,0.000021033053,0.0003922264,0.000013315559],"about_ca_topic_score_codex":0.00062130904,"about_ca_topic_score_gemma":0.00077329244,"teacher_disagreement_score":0.0009594434,"about_ca_system_score_codex":0.00012577571,"about_ca_system_score_gemma":0.00016256442,"threshold_uncertainty_score":0.0032097101},"labels":[],"label_agreement":null},{"id":"W2982076953","doi":"10.4095/219862","title":"Investigating casi Responses to Different Levels of Tailing Oxidation: Inco Copper Cliff Tailings area, Northern Ontario, Canada","year":2000,"lang":"en","type":"report","venue":"","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":"Natural Resources Canada","funders":"","keywords":"Tailings; Cliff; Copper mine; Archaeology; Copper; Geology; Geography; Physical geography; Mining engineering; Environmental science; Metallurgy; Materials science","score_opus":0.04412315927166977,"score_gpt":0.23174736726697176,"score_spread":0.187624207995302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2982076953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99514943,0.00008394242,0.0003022009,0.00006364771,0.0000043664095,0.00003704941,0.0007622209,0.00002638186,0.0035706742],"genre_scores_gemma":[0.9920902,0.00014359913,0.0008280638,0.00004884726,0.0000023316104,0.000015829237,0.0008420293,0.000012971459,0.006016128],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997485,0.000007512485,0.0000048536913,0.000060699593,0.000115675146,0.000062622225],"domain_scores_gemma":[0.99949825,0.00001609348,0.000034453886,0.000010606154,0.0003751145,0.00006547883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015996165,0.00027854196,0.00018786566,0.00067971204,0.0019572554,0.00063700817,0.000456414,0.00026609146,0.0009760625],"category_scores_gemma":[0.0003560197,0.00023674358,0.000112401074,0.001223214,0.00052424194,0.00017525193,0.00028679418,0.0002600937,0.00016902722],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052099774,0.00014015993,0.844589,0.00012264294,0.00007812965,0.00091606926,0.0076730624,0.0010878623,0.10004163,0.00021389863,0.0028591794,0.041757364],"study_design_scores_gemma":[0.000005429801,0.000029817922,0.9926171,0.0000055518585,0.0000093162525,0.00003763864,0.002405502,0.0005723092,0.002414365,0.000013883214,0.0018819554,0.0000071833233],"about_ca_topic_score_codex":0.9823982,"about_ca_topic_score_gemma":0.996833,"teacher_disagreement_score":0.017601788,"about_ca_system_score_codex":0.012270864,"about_ca_system_score_gemma":0.0062711327,"threshold_uncertainty_score":0.089031816},"labels":[],"label_agreement":null},{"id":"W2983603719","doi":"10.1680/jgere.19.00029","title":"Characterisation of fibre-reinforced backfill/rock interface through direct shear tests","year":2019,"lang":"en","type":"article","venue":"Geotechnical Research","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Materials science; Direct shear test; Composite material; Shear (geology); Cementation (geology); Microstructure; Curing (chemistry); Shear stress; Geotechnical engineering; Cement; Geology","score_opus":0.04862648629178773,"score_gpt":0.31764924763518815,"score_spread":0.2690227613434004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2983603719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99366075,0.00061228656,0.004587127,0.000014176571,0.000013686783,0.000043789772,0.00031142833,0.000061357925,0.00069541135],"genre_scores_gemma":[0.99213624,0.00049771095,0.0052958596,0.000021500466,0.000008741924,0.00006346498,0.00038694066,0.00003329622,0.0015561963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995214,0.000048377216,0.000045672383,0.0000760796,0.00023749529,0.000071063325],"domain_scores_gemma":[0.99933547,0.00018771035,0.0001539219,0.000042888336,0.00021965645,0.000060261274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063943054,0.0005378443,0.0004706669,0.00079792395,0.00030639494,0.00032205862,0.00030366424,0.00038137683,0.0019503153],"category_scores_gemma":[0.00068834756,0.00021032522,0.00042991873,0.0005108716,0.00034220712,0.00036697838,0.00037802765,0.00050529663,0.00039958357],"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":[0.00010984523,0.000020335025,0.0013471796,0.00006378646,0.0000075123085,0.000066640634,0.0001492384,0.0001012013,0.99608874,0.000023612338,0.000014290459,0.0020076344],"study_design_scores_gemma":[0.000009095329,0.00077691604,0.019555895,0.000013648343,0.000029050645,0.00017416397,0.00031238343,0.00074216933,0.97715604,0.000040764615,0.0011740165,0.000015974678],"about_ca_topic_score_codex":0.00095920655,"about_ca_topic_score_gemma":0.002202476,"teacher_disagreement_score":0.0019503153,"about_ca_system_score_codex":0.00013910077,"about_ca_system_score_gemma":0.00018185367,"threshold_uncertainty_score":0.006524503},"labels":[],"label_agreement":null},{"id":"W2990623049","doi":"10.1007/s11270-019-4336-1","title":"Comparison of Environmental Impacts of Deep-sea Tailings Placement Versus On-land Disposal","year":2019,"lang":"en","type":"article","venue":"Water Air & Soil Pollution","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":"Natural Resources Canada","funders":"Natural Resources Canada; Commonwealth Scientific and Industrial Research Organisation","keywords":"Tailings; Environmental science; Waste disposal; Waste management; Environmental impact assessment; Environmental protection; Mining engineering; Environmental planning; Engineering","score_opus":0.009241470738126515,"score_gpt":0.2130295995157648,"score_spread":0.2037881287776383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990623049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90891165,0.054816525,0.0037232258,0.00034417794,0.00016920001,0.00012072441,0.001470613,0.00003741045,0.030406494],"genre_scores_gemma":[0.9440153,0.04749742,0.0024482491,0.00010667335,0.000044373304,0.000034227935,0.0005934054,0.000015497902,0.0052449717],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.999131,0.00023237777,0.000067680565,0.00006992067,0.0003883113,0.00011073069],"domain_scores_gemma":[0.9993278,0.00016906673,0.00019961967,0.000018270199,0.00025925232,0.000026016116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005580827,0.00031607688,0.00037663267,0.000947559,0.00020000032,0.0010581884,0.00027646613,0.00036887435,0.0024215323],"category_scores_gemma":[0.00048516784,0.000067981266,0.00065395044,0.0013014271,0.00017425747,0.00032964227,0.00045538318,0.00018983358,0.00030957372],"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":[0.003199744,0.00045920582,0.11390413,0.020338524,0.0013196403,0.002481558,0.0003546928,0.036817495,0.14861858,0.004612967,0.004525068,0.66336834],"study_design_scores_gemma":[0.00011323054,0.015327913,0.41583553,0.0056203757,0.0033522248,0.0027303596,0.007927555,0.012670351,0.33740053,0.005073608,0.19376343,0.00018480606],"about_ca_topic_score_codex":0.0037424485,"about_ca_topic_score_gemma":0.01138047,"teacher_disagreement_score":0.0037424485,"about_ca_system_score_codex":0.00079872226,"about_ca_system_score_gemma":0.0005339045,"threshold_uncertainty_score":0.008100808},"labels":[],"label_agreement":null},{"id":"W2992534039","doi":"10.1520/gtj20190094","title":"Hydration Effects on Specific Gravity and Void Ratio of Cemented Paste Backfill","year":2019,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Cement; Curing (chemistry); Tailings; Materials science; Void ratio; Shrinkage; Portland cement; Composite material; Geotechnical engineering; Specific gravity; Void (composites); Metallurgy; Geology","score_opus":0.0149129495279211,"score_gpt":0.1956356732940078,"score_spread":0.1807227237660867,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2992534039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986958,0.00013837048,0.00087686296,0.0000059447248,0.000003356381,0.000009624509,0.00006488084,0.000025738453,0.00017949949],"genre_scores_gemma":[0.9987418,0.000049204456,0.00084896554,0.00000764152,0.0000018272399,0.000008460796,0.00006740619,0.000012369911,0.0002623811],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996055,0.00005956218,0.0000262294,0.00007231645,0.00019911268,0.00003734682],"domain_scores_gemma":[0.99941397,0.00016776775,0.00016474043,0.0000512555,0.00013809769,0.00006411687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003923753,0.00028240593,0.0002512704,0.00028319808,0.00016736587,0.00023191383,0.0001816057,0.00020460054,0.00073828606],"category_scores_gemma":[0.00087098713,0.00015917244,0.00021264025,0.00017351535,0.00044764837,0.0002822245,0.00022019763,0.0003087193,0.00011739984],"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":[0.00008834955,0.000022775957,0.0018533233,0.00001975849,0.0000042717206,0.000028516497,0.000057031117,0.00012670185,0.996357,0.0000105622485,0.00000938065,0.0014222334],"study_design_scores_gemma":[0.0000034315722,0.0004973471,0.02394014,0.0000029863415,0.000010688974,0.000049593593,0.0000781605,0.00055212196,0.974532,0.000012659597,0.00031132987,0.000009446509],"about_ca_topic_score_codex":0.00088995614,"about_ca_topic_score_gemma":0.0014139721,"teacher_disagreement_score":0.00088995614,"about_ca_system_score_codex":0.0001935506,"about_ca_system_score_gemma":0.00017981835,"threshold_uncertainty_score":0.0024698377},"labels":[],"label_agreement":null},{"id":"W2995573620","doi":"10.3390/min9120785","title":"Dewatering of Mine Tailings Slurries Using Superabsorbent Polymers (SAPs) Reclaimed from Industrial Reject of Baby Diapers: A Preliminary Study","year":2019,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":13,"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; Fonds de recherche du Québec – Nature et technologies; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Dewatering; Tailings; Slurry; Superabsorbent polymer; Environmental science; Materials science; Waste management; Pulp and paper industry; Polymer; Environmental engineering; Geotechnical engineering; Geology; Composite material; Metallurgy","score_opus":0.032007265864099736,"score_gpt":0.22270910869285446,"score_spread":0.19070184282875471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2995573620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982487,0.0004712432,0.0007723476,0.000014364877,0.0000057157354,0.000024373987,0.00005068598,0.0000055506107,0.0004070481],"genre_scores_gemma":[0.9949012,0.0011119705,0.0022030743,0.000022895447,0.0000087668295,0.000019784222,0.00010109212,0.00000830974,0.001622796],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998342,0.00002107939,0.000018702058,0.000032001535,0.00006348723,0.000030450205],"domain_scores_gemma":[0.99983954,0.000041317384,0.000040452214,0.000013472972,0.00004314131,0.00002209292],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022987004,0.00031512277,0.00033254785,0.00022773932,0.00018234122,0.0002602137,0.00020491132,0.0002948978,0.00068099523],"category_scores_gemma":[0.00027534526,0.000115016366,0.00045520047,0.00023300097,0.0001533707,0.0004229951,0.0002173545,0.000514102,0.00015909884],"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":[0.000094272415,0.0001037139,0.00045338232,0.00013939459,0.000007232402,0.000077818186,0.00005021604,0.00026773472,0.9953413,0.000024926778,0.000015665179,0.0034242696],"study_design_scores_gemma":[0.000008347718,0.0018305372,0.0046551395,0.0000109057655,0.000024753175,0.000087299355,0.00010093166,0.00078825536,0.9914056,0.000016338054,0.0010629509,0.000008900603],"about_ca_topic_score_codex":0.00087714975,"about_ca_topic_score_gemma":0.0020502089,"teacher_disagreement_score":0.00087714975,"about_ca_system_score_codex":0.00014435108,"about_ca_system_score_gemma":0.00014962253,"threshold_uncertainty_score":0.0022780895},"labels":[],"label_agreement":null},{"id":"W2997297239","doi":"","title":"Aquatic impacts of an environmental disaster in a relatively pristine watershed: the breach of the Mount Polley Mine tailings impoundment, British Columbia, Canada","year":2015,"lang":"en","type":"article","venue":"EGUGA","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Mount; Tailings dam; Watershed; Water resource management; Geography; Hydrology (agriculture); Environmental protection; Environmental science; Environmental resource management; Environmental planning; Engineering; Geotechnical engineering","score_opus":0.008016615140063292,"score_gpt":0.16638515427690975,"score_spread":0.15836853913684645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2997297239","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955577,0.00006607386,0.00003789869,0.00053908967,0.000008108284,0.000026176183,0.00023190382,0.0000052653836,0.0035278753],"genre_scores_gemma":[0.99650663,0.00018966448,0.00010944367,0.0001302372,0.000003812149,0.000012348903,0.0001482064,0.0000030912324,0.0028965042],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996075,0.000029900635,0.000009105812,0.000029442177,0.00012332089,0.0002007653],"domain_scores_gemma":[0.999488,0.00003097429,0.0000407903,0.000012120942,0.00025644636,0.00017173684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018806245,0.00025470706,0.00027308488,0.00060725206,0.0063014347,0.0018694958,0.0010173382,0.00087276835,0.0017438934],"category_scores_gemma":[0.0007883301,0.00022919726,0.00019490064,0.0013856982,0.0018487885,0.00046080662,0.0017133118,0.0010891706,0.00017179156],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006971543,0.0007057638,0.90584946,0.0001525665,0.00013912856,0.010847393,0.014288706,0.0039768997,0.0063580624,0.0011272418,0.011519911,0.044337798],"study_design_scores_gemma":[0.00001617611,0.00007598837,0.95370805,0.000033585424,0.000020687512,0.00023533197,0.040562805,0.00094966864,0.0002788561,0.0001621857,0.0039349026,0.00002164793],"about_ca_topic_score_codex":0.9859319,"about_ca_topic_score_gemma":0.9976943,"teacher_disagreement_score":0.028849442,"about_ca_system_score_codex":0.028849442,"about_ca_system_score_gemma":0.024772504,"threshold_uncertainty_score":0.20931828},"labels":[],"label_agreement":null},{"id":"W2999658462","doi":"10.1155/2020/5828514","title":"Roof Movement and Failure Behavior When Mining Extra‐Thick Coal Seams Using Upward Slicing Longwall‐Roadway Cemented Backfill Technology","year":2020,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"State Key Laboratory of Coal Resources and Safe Mining; Natural Science Foundation of Heilongjiang Province; China University of Mining and Technology; National Natural Science Foundation of China","keywords":"Roof; Coal mining; Slicing; Longwall mining; Deflection (physics); Mining engineering; Coal; Geology; Geotechnical engineering; Materials science; Structural engineering; Engineering; Mechanical engineering","score_opus":0.01310204201372733,"score_gpt":0.21642472121542763,"score_spread":0.2033226792017003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999658462","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987924,0.000050829647,0.0009369506,0.0000081020025,0.0000022582326,0.0000040923223,0.000031994943,0.000018675642,0.00015463859],"genre_scores_gemma":[0.9989485,0.000040519823,0.00065610604,0.0000039972833,8.353803e-7,0.000004128598,0.000040956424,0.0000033893584,0.00030150183],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997354,0.000020743313,0.000013563794,0.00004037408,0.00014867994,0.000041098563],"domain_scores_gemma":[0.99975663,0.000056483168,0.00007346469,0.000030634015,0.000067179644,0.00001562071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025818063,0.00022836315,0.00029199797,0.00035828,0.0002593644,0.00017615226,0.00028904923,0.00037461915,0.000657242],"category_scores_gemma":[0.0003291803,0.00016811024,0.00027734233,0.00024436883,0.00029989472,0.0002384212,0.0001969509,0.00019456272,0.0001243734],"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":[0.00038385173,0.000055554046,0.026970908,0.00012656584,0.000022488524,0.00058209733,0.00035257015,0.00787004,0.94737417,0.00006445021,0.00010264942,0.016094672],"study_design_scores_gemma":[0.0000142202225,0.0015921126,0.19677663,0.000023185834,0.00004847935,0.00053289696,0.00084889674,0.033911634,0.7650185,0.0000906149,0.0010986474,0.00004410687],"about_ca_topic_score_codex":0.0015481912,"about_ca_topic_score_gemma":0.004318051,"teacher_disagreement_score":0.0015481912,"about_ca_system_score_codex":0.00020590312,"about_ca_system_score_gemma":0.00012695257,"threshold_uncertainty_score":0.0030783415},"labels":[],"label_agreement":null},{"id":"W3007929131","doi":"10.1680/jenge.19.00158","title":"Portland cement stabilisation of Canadian mature fine oil sands tailings","year":2020,"lang":"en","type":"article","venue":"Environmental Geotechnics","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":"Aecom (Canada); Western University","funders":"","keywords":"Portland cement; Tailings; Cement; Materials science; Calcium silicate hydrate; Curing (chemistry); Geotechnical engineering; Composite material; Geology; Metallurgy","score_opus":0.009409843894494634,"score_gpt":0.14968481203264045,"score_spread":0.1402749681381458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3007929131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991627,0.00023545696,0.00016330062,0.0000065278646,0.0000029502064,0.000009550022,0.00008300057,0.000008905625,0.00032749778],"genre_scores_gemma":[0.99769163,0.0002379516,0.00059892866,0.000009269724,0.0000014935245,0.0000059651143,0.00012496085,0.000007832804,0.0013219798],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998504,0.000015587977,0.000011679187,0.000027038146,0.00006581624,0.000029536213],"domain_scores_gemma":[0.9998252,0.000018138353,0.000055136858,0.000009229975,0.000057904403,0.000034364984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019299131,0.00032728087,0.00020980506,0.00040797231,0.00027347985,0.00034757983,0.00017280159,0.0001793909,0.0009649672],"category_scores_gemma":[0.0003347557,0.000093777635,0.00024128087,0.00023774088,0.00019812865,0.00018523175,0.00024872334,0.00024336345,0.0001093013],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020910845,0.00002806169,0.0020947002,0.000055503784,0.00001148942,0.00007246815,0.00006557756,0.0004758789,0.99216557,0.000026890015,0.000021522786,0.0047732675],"study_design_scores_gemma":[0.0000068160925,0.0008306655,0.021518566,0.000010711791,0.000025679079,0.00006768556,0.00009223267,0.0005615161,0.97504514,0.000017340453,0.0018100602,0.000013450854],"about_ca_topic_score_codex":0.02165637,"about_ca_topic_score_gemma":0.073197626,"teacher_disagreement_score":0.9783436,"about_ca_system_score_codex":0.00073668093,"about_ca_system_score_gemma":0.00065478025,"threshold_uncertainty_score":0.0430606},"labels":[],"label_agreement":null},{"id":"W3010635117","doi":"10.1007/s12665-020-8876-x","title":"Solutions to estimate the excess PWP, settlement and volume of draining water after slurry deposition. Part I: impervious base","year":2020,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Slurry; Impervious surface; Deposition (geology); Settlement (finance); Tailings; Volume (thermodynamics); Geotechnical engineering; Environmental science; Environmental engineering; Waste management; Hydrology (agriculture); Geology; Engineering; Materials science; Metallurgy; Sediment","score_opus":0.013383998242829775,"score_gpt":0.19867559656322653,"score_spread":0.18529159832039677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010635117","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10433342,0.00082909333,0.88610965,0.0003439055,0.00006132875,0.00019907976,0.0021252516,0.0009541668,0.0050440584],"genre_scores_gemma":[0.5528517,0.0012268121,0.4305356,0.00011590725,0.0000445921,0.0007084055,0.002379392,0.00014454745,0.011993012],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997063,0.00004436765,0.000026342881,0.00008482421,0.000112807626,0.000025301057],"domain_scores_gemma":[0.9996842,0.000117475654,0.000052697433,0.00002734402,0.00010781981,0.000010418268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005386157,0.0006166574,0.000498224,0.0011785014,0.0002651835,0.00079107913,0.00096495205,0.0011412242,0.0040029236],"category_scores_gemma":[0.0021598192,0.00057338434,0.0005909399,0.0008226168,0.00017524423,0.0008829302,0.00059149944,0.00052576524,0.0011335496],"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":[0.0001553689,0.00017985419,0.035200447,0.0007063745,0.0001728452,0.00017766477,0.00020228495,0.50577855,0.05253035,0.0069841975,0.0036893252,0.3942228],"study_design_scores_gemma":[0.000042549247,0.00019142807,0.028253583,0.000105306484,0.00006765083,0.00018623924,0.00031294077,0.9204156,0.033167325,0.010012252,0.007175692,0.00006943712],"about_ca_topic_score_codex":0.011221152,"about_ca_topic_score_gemma":0.011091641,"teacher_disagreement_score":0.011221152,"about_ca_system_score_codex":0.00076991814,"about_ca_system_score_gemma":0.0008804263,"threshold_uncertainty_score":0.022311628},"labels":[],"label_agreement":null},{"id":"W3014255539","doi":"10.1139/cjce-2019-0809","title":"Strength development of cemented tailings materials containing polycarboxylate ether-based superplasticizer: experimental results on the effect of time and temperature","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Superplasticizer; Curing (chemistry); Compressive strength; Materials science; Portland cement; Cement; Composite material; Fly ash; Ground granulated blast-furnace slag; Plasticizer","score_opus":0.007441057990077937,"score_gpt":0.17122122361231287,"score_spread":0.16378016562223494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014255539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998211,0.00044939521,0.00069225434,0.0000096919875,0.000006654767,0.000015119098,0.00014851385,0.000014269292,0.00045301573],"genre_scores_gemma":[0.99722457,0.00042801723,0.0014301237,0.000010933963,0.0000038093842,0.000016628175,0.00012215918,0.000010087151,0.0007536384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996617,0.00004943504,0.000037140107,0.000056160807,0.00014857175,0.00004696848],"domain_scores_gemma":[0.99934524,0.00013676919,0.00020728742,0.0000579933,0.00018138562,0.00007121919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043884135,0.00054892147,0.00029332025,0.00044650518,0.00016576813,0.000143971,0.00025268277,0.00032901778,0.001511058],"category_scores_gemma":[0.00044492717,0.000270628,0.00041244272,0.00047213133,0.00028836165,0.00031788315,0.0001887296,0.0005280275,0.00020958653],"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":[0.00013729282,0.00004514662,0.0004378288,0.00005185344,0.000007420692,0.000036630645,0.000044712826,0.0002678454,0.99783665,0.000019574632,0.0000075890002,0.0011075801],"study_design_scores_gemma":[0.000003150687,0.0005250875,0.0027692476,0.0000049488385,0.000013544148,0.00001977754,0.000027043137,0.00033759672,0.99609345,0.000006212641,0.00019574762,0.0000042447577],"about_ca_topic_score_codex":0.000900215,"about_ca_topic_score_gemma":0.002541608,"teacher_disagreement_score":0.001511058,"about_ca_system_score_codex":0.00019690864,"about_ca_system_score_gemma":0.00021763114,"threshold_uncertainty_score":0.0050550103},"labels":[],"label_agreement":null},{"id":"W3015749781","doi":"10.1080/17480930.2020.1743035","title":"Coupled effect of sulphate and temperature on the reactivity of cemented tailings backfill","year":2020,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Portland cement; Tailings; Reactivity (psychology); Curing (chemistry); Cement; Chemistry; Microstructure; Durability; Materials science; Metallurgy; Composite material","score_opus":0.010545121405384652,"score_gpt":0.19271466410447832,"score_spread":0.18216954269909366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3015749781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888676,0.00023222018,0.00041654104,0.00000676385,0.0000051520246,0.0000057231914,0.00007418268,0.000014184866,0.00035851795],"genre_scores_gemma":[0.9989667,0.00013554274,0.00033341593,0.0000070386313,0.000002782682,0.0000041304766,0.00006459711,0.000010063363,0.0004758327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967766,0.00005168,0.000030865835,0.000055004366,0.00013743468,0.000047447582],"domain_scores_gemma":[0.99961805,0.00010976582,0.00010675456,0.000030145355,0.00010538915,0.000029901748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027771384,0.00028648236,0.00028862598,0.00024822843,0.00014515566,0.00030430127,0.00017704252,0.0002758387,0.0008987405],"category_scores_gemma":[0.0005416705,0.00018523175,0.00029681416,0.00016777252,0.00022814117,0.00024086713,0.0001578236,0.00026803653,0.00022952289],"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":[0.0003608131,0.000017600823,0.0023033589,0.000049818733,0.000017537372,0.00005095688,0.00004698466,0.00059360376,0.9946057,0.000015252638,0.000017912489,0.0019204334],"study_design_scores_gemma":[0.0000026461207,0.0003394182,0.011699179,0.000003803392,0.000019226858,0.00004280469,0.000041184976,0.001060947,0.98651993,0.000011885947,0.00025215026,0.000006782194],"about_ca_topic_score_codex":0.0010119587,"about_ca_topic_score_gemma":0.0022444734,"teacher_disagreement_score":0.0010119587,"about_ca_system_score_codex":0.00019411782,"about_ca_system_score_gemma":0.00012637151,"threshold_uncertainty_score":0.003006637},"labels":[],"label_agreement":null},{"id":"W3017393299","doi":"10.58681/ajrt.19030105","title":"Shear Strength between Cemented Paste Backfill","year":2019,"lang":"en","type":"article","venue":"Algerian Journal of Research and Technology","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":"Université de Sherbrooke; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Materials science; Shear strength (soil); Geotechnical engineering; Shear (geology); Composite material; Geology; Soil water","score_opus":0.02239788303966355,"score_gpt":0.2649015794638892,"score_spread":0.24250369642422565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017393299","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998111,0.00036219435,0.0004709868,0.000010605189,0.000009383571,0.0000064812707,0.00024944477,0.00002401919,0.0007558457],"genre_scores_gemma":[0.9981865,0.00011636462,0.0003240493,0.0000081852,0.0000018068941,0.000004689901,0.0002411446,0.000006511755,0.001110708],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996043,0.000024365225,0.000037619593,0.00007608127,0.00020407447,0.00005351225],"domain_scores_gemma":[0.9995505,0.000070687216,0.00009377941,0.000042216394,0.00017327286,0.000069562455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003763314,0.0003797971,0.00035266398,0.00055833673,0.00022579341,0.0003699575,0.0002268298,0.0002891311,0.0036905273],"category_scores_gemma":[0.00067549903,0.00019706153,0.00025511757,0.00039027724,0.00026776962,0.00030649573,0.0003786157,0.00036112638,0.00056568667],"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":[0.0007084063,0.000028735076,0.0098763695,0.00012087482,0.000032010772,0.00013384217,0.00016601564,0.00059988705,0.9788043,0.00013877409,0.00008453194,0.009306375],"study_design_scores_gemma":[0.000015044672,0.0009582036,0.075784914,0.000024634686,0.00006403117,0.00021150176,0.00046004393,0.0013172964,0.91847795,0.00011555624,0.0025531733,0.00001770928],"about_ca_topic_score_codex":0.0015845756,"about_ca_topic_score_gemma":0.0031096113,"teacher_disagreement_score":0.0036905273,"about_ca_system_score_codex":0.00037372453,"about_ca_system_score_gemma":0.00027346448,"threshold_uncertainty_score":0.012346089},"labels":[],"label_agreement":null},{"id":"W3017664590","doi":"10.1115/icem2001-1262","title":"Stabilisation of Soft Tailings: Practice and Experience","year":2001,"lang":"en","type":"article","venue":"Volume 3: Hazardous Waste; Engineered/Geological Barriers in Disposal Systems; L/ILW; Radioactive Waste From Research/Industries; Spent Fuel/HLW Disposal; Public Involvement; Remediation of Uranium Mining/Milling; LL/ILW; Clearance/Exemption Levels; Mgmt. of Fissile Material; HLW; Dismantling; Reversible/Irreversible Disposal; Waste Avoidance/Minimization; Decontamination; Liquid Waste; Radioactive Waste Processing; Transport of Spent Fuel/HLW; Solid HLW Confinement; QA/QC","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":"Syncrude (Canada)","funders":"","keywords":"Tailings; Land reclamation; Consolidation (business); Drainage; Tailings dam; Geotechnical engineering; Environmental science; Geology; Mining engineering","score_opus":0.03007858645226662,"score_gpt":0.25364828791186134,"score_spread":0.2235697014595947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017664590","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8946547,0.0055073616,0.05201898,0.0009764792,0.00009248232,0.00054974464,0.0002160311,0.000583801,0.045400556],"genre_scores_gemma":[0.94209117,0.004257265,0.035812773,0.00020800662,0.00004691802,0.00011369705,0.00029388687,0.0001604747,0.017015835],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9976046,0.00080875156,0.000168324,0.0003014042,0.00083749177,0.00027947547],"domain_scores_gemma":[0.99735415,0.00084022677,0.00015342113,0.00047703137,0.000846954,0.00032827776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036947448,0.00063676416,0.00035161435,0.0009955287,0.0010106782,0.0017247365,0.0018547924,0.0013496707,0.005964686],"category_scores_gemma":[0.0043161632,0.00022446003,0.00048214145,0.0008822461,0.001443145,0.0012039131,0.0018228551,0.0010633599,0.0015995291],"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":[0.0005822602,0.004265816,0.014756359,0.00083615293,0.00006225999,0.0009851684,0.007874214,0.026161015,0.025855644,0.004819053,0.0042861607,0.9095159],"study_design_scores_gemma":[0.0005031914,0.023823766,0.059690755,0.0017942268,0.00018168852,0.0045179096,0.026562622,0.057380993,0.26813293,0.019659532,0.53725296,0.0004993774],"about_ca_topic_score_codex":0.0041139126,"about_ca_topic_score_gemma":0.0046737855,"teacher_disagreement_score":0.005964686,"about_ca_system_score_codex":0.0011138741,"about_ca_system_score_gemma":0.0012354878,"threshold_uncertainty_score":0.019953907},"labels":[],"label_agreement":null},{"id":"W3020847374","doi":"10.1186/s40069-020-0398-0","title":"Numerical Simulation of Consolidation Behavior of Large Hydrating Fill Mass","year":2020,"lang":"en","type":"article","venue":"International Journal of Concrete Structures and Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"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":"Consolidation (business); Rock mass classification; Multiphysics; Geotechnical engineering; Materials science; Curing (chemistry); Engineering; Composite material; Finite element method; Structural engineering","score_opus":0.013919595449408944,"score_gpt":0.25794941055582565,"score_spread":0.24402981510641672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3020847374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9735011,0.00014403334,0.014478613,0.00017690776,0.000046802274,0.000058092097,0.00040078102,0.00020568605,0.010988067],"genre_scores_gemma":[0.9956065,0.000043715838,0.002830834,0.000021371841,0.0000036877875,0.00003634887,0.00013210399,0.000015725387,0.0013096362],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998772,0.000019094674,0.000007407626,0.00002180177,0.000034298148,0.000040177834],"domain_scores_gemma":[0.9995228,0.00024539937,0.00007140813,0.000031070194,0.00008173222,0.00004767703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022939841,0.00041176312,0.00050184806,0.00047504148,0.0005693945,0.0006268271,0.00061379763,0.0013125526,0.0025116953],"category_scores_gemma":[0.00080911996,0.00030180524,0.00052223227,0.00046032981,0.00073346664,0.00035212812,0.0003921623,0.00049549347,0.0001658165],"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":[0.0000675904,0.00008689106,0.0024645596,0.000029010114,0.00001506471,0.00010983798,0.000036023568,0.9911271,0.0038951365,0.0006912437,0.00013036207,0.0013472694],"study_design_scores_gemma":[0.00000793378,0.000021183032,0.0005060124,0.0000031408238,0.000002872323,0.0000057221105,0.000016350941,0.9984829,0.0007637755,0.00008534702,0.00010114778,0.0000036444376],"about_ca_topic_score_codex":0.012643448,"about_ca_topic_score_gemma":0.006551752,"teacher_disagreement_score":0.012643448,"about_ca_system_score_codex":0.0006599642,"about_ca_system_score_gemma":0.00071269897,"threshold_uncertainty_score":0.025139749},"labels":[],"label_agreement":null},{"id":"W3021249061","doi":"10.1016/j.mtcomm.2020.101221","title":"Alkaline dissolution potential of aluminosilicate minerals for the geosynthesis of mine paste backfill","year":2020,"lang":"en","type":"article","venue":"Materials Today Communications","topic":"Tailings Management and Properties","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"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":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Aluminosilicate; Geopolymer; Dissolution; Tailings; Materials science; Crystallization; Mineral; Mineralogy; Chemical engineering; Metallurgy; Compressive strength; Geology; Chemistry; Composite material; Organic chemistry","score_opus":0.03748403091696957,"score_gpt":0.23353366450639046,"score_spread":0.1960496335894209,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021249061","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99245137,0.0008153819,0.0025508292,0.00006476469,0.000012318639,0.00001397687,0.00015165521,0.00002215347,0.0039174045],"genre_scores_gemma":[0.9980379,0.00034073743,0.0007393506,0.000007806432,0.0000032253786,0.0000041082512,0.0000802336,0.000007006843,0.00077963667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999161,0.00001846322,0.00000511004,0.000015888461,0.000026982787,0.000017441145],"domain_scores_gemma":[0.9999068,0.000035749017,0.000010830902,0.0000066876514,0.00002625951,0.000013686751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027507605,0.00022709921,0.00014491337,0.00025236304,0.00017759282,0.0004121719,0.00015281174,0.00023236114,0.0015837287],"category_scores_gemma":[0.00029734493,0.00011906808,0.00016475221,0.000121459976,0.00019808709,0.00036437638,0.00028822973,0.00027511304,0.00042490728],"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":[0.0002813966,0.000019000838,0.0009550332,0.00009263108,0.0000045775687,0.00008030103,0.00005898241,0.0003829403,0.99296534,0.0003463091,0.00005172515,0.00476183],"study_design_scores_gemma":[0.000006881228,0.00018623602,0.00091238564,0.00000624629,0.0000061144387,0.0000685326,0.00009498308,0.001125162,0.996424,0.00010076849,0.0010647796,0.0000039031215],"about_ca_topic_score_codex":0.0005974854,"about_ca_topic_score_gemma":0.0009999732,"teacher_disagreement_score":0.0015837287,"about_ca_system_score_codex":0.00020531363,"about_ca_system_score_gemma":0.00023479667,"threshold_uncertainty_score":0.005298078},"labels":[],"label_agreement":null},{"id":"W3021896458","doi":"10.1002/nag.3079","title":"A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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; Université du Québec en Abitibi-Témiscamingue; Natural Sciences and Engineering Research Council of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Consolidation (business); Geotechnical engineering; Impervious surface; Pore water pressure; Geology; Water pressure; Effective stress; Drainage; Engineering","score_opus":0.020629612456685088,"score_gpt":0.33654395084658156,"score_spread":0.31591433838989647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021896458","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3838653,0.00016017316,0.61266804,0.00011843736,0.000031025706,0.00008407154,0.00017548684,0.0004851224,0.0024122798],"genre_scores_gemma":[0.9401256,0.00010290723,0.058199663,0.000012421157,0.0000073638134,0.000091772315,0.000093760755,0.000021307698,0.0013452132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997669,0.00004056265,0.000022299811,0.000054415443,0.00008908329,0.000026829919],"domain_scores_gemma":[0.99967015,0.00010834955,0.00007561335,0.000025404372,0.000104597195,0.000015776941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039535915,0.0005503849,0.00041231065,0.0005863665,0.00032360645,0.0006116349,0.000569458,0.0008917863,0.0008326866],"category_scores_gemma":[0.00087419525,0.00037939198,0.0005141713,0.00033732,0.0003123852,0.0005634602,0.00039309356,0.0003862241,0.00017620936],"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":[0.00012769508,0.000080405815,0.010338322,0.00018484688,0.000030047233,0.0003365307,0.00027291986,0.852104,0.08069622,0.0018661629,0.00031306516,0.05364977],"study_design_scores_gemma":[0.000006500089,0.00006494986,0.001992174,0.000008468607,0.000008476566,0.000033708275,0.00006757699,0.98935354,0.007830819,0.00036912187,0.00025426937,0.000010414995],"about_ca_topic_score_codex":0.0024212892,"about_ca_topic_score_gemma":0.0022256062,"teacher_disagreement_score":0.0024212892,"about_ca_system_score_codex":0.00031065758,"about_ca_system_score_gemma":0.0006799592,"threshold_uncertainty_score":0.0048143268},"labels":[],"label_agreement":null},{"id":"W3023871379","doi":"10.1680/jenge.20.00054","title":"Environmental geotechnics: challenges and opportunities in the post-Covid-19 world","year":2020,"lang":"en","type":"article","venue":"Environmental Geotechnics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":41,"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":"Polytechnique Montréal; Universidade de Brasília; Università Politecnica delle Marche; Arizona State University","keywords":"Pandemic; Geotechnics; Environmental planning; Environmental resource management; Coronavirus disease 2019 (COVID-19); Engineering; Engineering ethics; Environmental science; Civil engineering; Infectious disease (medical specialty); Disease; Medicine","score_opus":0.042133820954117066,"score_gpt":0.19700680517563177,"score_spread":0.1548729842215147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023871379","genre_codex":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07345643,0.20219682,0.030236918,0.6186887,0.0051060338,0.00009346998,0.00043819594,0.00015735057,0.06962614],"genre_scores_gemma":[0.67800564,0.23883538,0.023297539,0.042766675,0.0033421698,0.00012946238,0.00031060114,0.00010467928,0.013207871],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99729186,0.0010902246,0.00012667617,0.0002561612,0.00073954096,0.00049535267],"domain_scores_gemma":[0.99416625,0.002710201,0.00074540987,0.00031277348,0.0013177578,0.0007475092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0055044456,0.00056947075,0.0006199524,0.0014496288,0.003578313,0.008373985,0.0012763866,0.0058249864,0.0044282833],"category_scores_gemma":[0.004331,0.00027416254,0.00057396805,0.0018932231,0.00906091,0.008749213,0.006414097,0.004594895,0.0005903758],"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":[0.00016989923,0.00036004305,0.018154025,0.0029762774,0.00009907083,0.0035453648,0.016581386,0.007816464,0.0044286344,0.40610236,0.07043555,0.46933088],"study_design_scores_gemma":[0.000006932539,0.0002351816,0.012940023,0.0018848049,0.00002760214,0.001341145,0.053578287,0.0020689014,0.0020132328,0.25171232,0.67403036,0.00016122135],"about_ca_topic_score_codex":0.004628095,"about_ca_topic_score_gemma":0.008589313,"teacher_disagreement_score":0.008373985,"about_ca_system_score_codex":0.004382324,"about_ca_system_score_gemma":0.008849936,"threshold_uncertainty_score":0.031796157},"labels":[],"label_agreement":null},{"id":"W3024971402","doi":"10.1080/23249676.2020.1761899","title":"A case study of the deep-sea tailings outfall in the tropical south Pacific","year":2020,"lang":"en","type":"article","venue":"Journal of Applied Water Engineering and Research","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":"Tetra Tech (Canada)","funders":"","keywords":"Tailings; Outfall; Seabed; Geology; Environmental science; Oceanography; Environmental engineering","score_opus":0.037876143901751896,"score_gpt":0.23913956081450274,"score_spread":0.20126341691275085,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3024971402","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916739,0.000093844035,0.0013237834,0.00028918157,0.000009563276,0.0001275388,0.00010808028,0.000011604807,0.00636255],"genre_scores_gemma":[0.9899922,0.00034331967,0.003219172,0.00006614395,0.000005143444,0.000038613594,0.000063984866,0.000009585174,0.0062616756],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9997197,0.00007529126,0.000015653417,0.000027472026,0.00006676184,0.00009518371],"domain_scores_gemma":[0.9995621,0.00016445105,0.000058082434,0.000020982627,0.00007277365,0.00012158653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032438574,0.00045128094,0.00015972297,0.0005069975,0.0030406597,0.00093820674,0.00089315115,0.0014864709,0.0027089342],"category_scores_gemma":[0.0007319768,0.00019994023,0.00024582283,0.0011280563,0.001072697,0.00065780943,0.0009891782,0.00057084544,0.00016971682],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039991533,0.0012223173,0.2634579,0.0012129834,0.00011012518,0.47685325,0.074129395,0.038776163,0.02726765,0.008834708,0.004930676,0.10280496],"study_design_scores_gemma":[0.0001103437,0.0018614553,0.26201528,0.00069288973,0.00013700068,0.041803807,0.56961465,0.02804885,0.01575887,0.0036244234,0.076228775,0.000103573635],"about_ca_topic_score_codex":0.095464766,"about_ca_topic_score_gemma":0.30325976,"teacher_disagreement_score":0.095464766,"about_ca_system_score_codex":0.0019389053,"about_ca_system_score_gemma":0.0025442613,"threshold_uncertainty_score":0.1898182},"labels":[],"label_agreement":null},{"id":"W3026658374","doi":"10.14288/1.0320849","title":"Tailings mobilization estimates for dam breach studies","year":2017,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Mobilization; Tailings; Tailings dam; Geology; Mining engineering; Political science; Law","score_opus":0.019992761705904655,"score_gpt":0.20501972510969094,"score_spread":0.18502696340378627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3026658374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7646826,0.0010952608,0.216721,0.00022055842,0.000022646605,0.00029766175,0.0020187984,0.00048530003,0.014456177],"genre_scores_gemma":[0.9663264,0.00036541183,0.03047087,0.000017064316,0.0000074835903,0.0001244302,0.0009453575,0.00003473831,0.0017082848],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99883085,0.00029287103,0.00007857937,0.00010483839,0.00061962614,0.00007315606],"domain_scores_gemma":[0.9969189,0.0013081643,0.00071103044,0.00026680148,0.00070986233,0.00008521375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022142269,0.00052870787,0.00037728582,0.0038993945,0.0005363919,0.00072176737,0.0007725846,0.000525384,0.0026698324],"category_scores_gemma":[0.0063382485,0.0003139545,0.0006068416,0.0018413636,0.0003396293,0.0009960044,0.001342604,0.00047896183,0.00028088875],"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":[0.00051660766,0.00011264799,0.259285,0.0006009128,0.00021806957,0.00083681155,0.0009116464,0.52280486,0.029202942,0.008442222,0.0024743876,0.17459391],"study_design_scores_gemma":[0.000049151833,0.0008769849,0.3196935,0.00044736976,0.00017010908,0.0006307006,0.0016413708,0.6172812,0.034777258,0.0112826545,0.012974902,0.0001747965],"about_ca_topic_score_codex":0.009315679,"about_ca_topic_score_gemma":0.022457011,"teacher_disagreement_score":0.009315679,"about_ca_system_score_codex":0.0009685903,"about_ca_system_score_gemma":0.0006774182,"threshold_uncertainty_score":0.018522918},"labels":[],"label_agreement":null},{"id":"W3026950902","doi":"10.1016/j.jenvman.2020.110772","title":"Curing temperature dependency of the release of arsenic from cemented paste backfill made with Portland cement","year":2020,"lang":"en","type":"article","venue":"Journal of Environmental Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":false,"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":"Curing (chemistry); Materials science; Microstructure; Portland cement; Cement; Leaching (pedology); Shrinkage; Atmospheric temperature range; Composite material; Metallurgy; Environmental science","score_opus":0.0049139783993554795,"score_gpt":0.13954344614164718,"score_spread":0.1346294677422917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3026950902","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989569,0.00010280362,0.00030432845,0.000013585739,0.0000073677033,0.0000033061299,0.00015213297,0.000031184223,0.0004283635],"genre_scores_gemma":[0.9984289,0.00007664853,0.00017313816,0.000006442428,0.0000025491295,0.0000023807609,0.00013348914,0.000014392648,0.0011620816],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981385,0.00002292901,0.000015324118,0.0000347315,0.000072060175,0.000040983112],"domain_scores_gemma":[0.9995127,0.00019256996,0.00012612315,0.00004209487,0.000099465346,0.000027007782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024436347,0.00027950283,0.00020580205,0.00018949088,0.00015921859,0.0002464118,0.00016239942,0.00024669836,0.0020957103],"category_scores_gemma":[0.00049251935,0.00017067624,0.0003440921,0.00015864937,0.00024316352,0.00024880422,0.00010417706,0.00034517454,0.00037810768],"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":[0.0012129388,0.00004510589,0.0021251976,0.000041899933,0.00001647541,0.000105527666,0.00008022374,0.0006702244,0.9937727,0.000028239092,0.000055514694,0.0018459116],"study_design_scores_gemma":[0.0000053184745,0.00079193106,0.013560501,0.0000027132082,0.0000182416,0.000049789098,0.000051984614,0.0013747,0.9838923,0.000010401128,0.00023284074,0.000009315103],"about_ca_topic_score_codex":0.0018239556,"about_ca_topic_score_gemma":0.0028743315,"teacher_disagreement_score":0.0020957103,"about_ca_system_score_codex":0.00020517896,"about_ca_system_score_gemma":0.00018600855,"threshold_uncertainty_score":0.0070108175},"labels":[],"label_agreement":null},{"id":"W3030340065","doi":"10.1155/2020/5607242","title":"Flow Enhancement of Mineral Pastes to Increase Water Recovery in Tailings: A Matlab-Based Imaging Processing Tool","year":2020,"lang":"en","type":"article","venue":"Scientific Programming","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":"Universidad Católica del Norte","keywords":"Tailings; Context (archaeology); Environmental science; Evaporation; Resource (disambiguation); Materials science; Geology; Computer science; Metallurgy","score_opus":0.010568241723506023,"score_gpt":0.19985197180065042,"score_spread":0.1892837300771444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3030340065","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040832333,0.0001514555,0.94092554,0.00012194874,0.000036973957,0.00008847845,0.00026560237,0.013190665,0.0043869955],"genre_scores_gemma":[0.27393633,0.00041985716,0.71611804,0.00010830158,0.00002341574,0.00031764555,0.0003605327,0.0012155442,0.007500301],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999925,0.000007735058,0.000005571056,0.000017646491,0.000034360488,0.00000966203],"domain_scores_gemma":[0.9997967,0.00010676712,0.000028603947,0.000011543633,0.00004742346,0.000008990329],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026431595,0.00047002663,0.0002140875,0.00042357412,0.000107097534,0.00046329884,0.0005666955,0.00048458527,0.006874666],"category_scores_gemma":[0.0005863768,0.000179439,0.00030495966,0.00020628847,0.0001761331,0.00041666825,0.00026676615,0.00032605758,0.0010374206],"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":[0.0004696628,0.0001868169,0.0016592192,0.00081887294,0.000041075895,0.00062520686,0.0004267079,0.06379128,0.54854774,0.0070141847,0.0071836244,0.36923555],"study_design_scores_gemma":[0.00005809037,0.00018050773,0.0015583165,0.000048414644,0.00003188771,0.00039192813,0.000055958866,0.76213443,0.21814632,0.001804938,0.015546979,0.000042290954],"about_ca_topic_score_codex":0.00043302076,"about_ca_topic_score_gemma":0.0005586455,"teacher_disagreement_score":0.006874666,"about_ca_system_score_codex":0.0001723844,"about_ca_system_score_gemma":0.00024756073,"threshold_uncertainty_score":0.022998095},"labels":[],"label_agreement":null},{"id":"W3034572419","doi":"10.1007/s00603-020-02173-5","title":"Cemented Paste Backfill 1-D Consolidation Results Interpreted in the Context of Ground Reaction Curves","year":2020,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Context (archaeology); Geology; Materials science","score_opus":0.014698481952229007,"score_gpt":0.18935234476779295,"score_spread":0.17465386281556394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3034572419","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9926535,0.00012794671,0.0025632356,0.000022337414,0.000013434767,0.000012789992,0.00038704602,0.00033066017,0.003889023],"genre_scores_gemma":[0.99901795,0.000021922646,0.0002742591,0.000003723039,9.1469354e-7,0.0000028533311,0.000099902536,0.00001594885,0.00056246895],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996748,0.000032912052,0.000026470001,0.000062773055,0.00010796903,0.00009508807],"domain_scores_gemma":[0.9994093,0.00022323312,0.000060191345,0.00008106578,0.00018070833,0.000045439796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037758122,0.00051490014,0.00075202476,0.001027133,0.00030530323,0.0008429222,0.00071403786,0.0010154175,0.0071836025],"category_scores_gemma":[0.00091879047,0.00023058454,0.0003975921,0.0013855452,0.0008248919,0.000636139,0.0003067635,0.00049374736,0.000907919],"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":[0.0070706354,0.00081730686,0.027083889,0.00036579213,0.00008482807,0.0011034033,0.00075310457,0.3426694,0.5608399,0.004186279,0.0017052487,0.053320237],"study_design_scores_gemma":[0.0001923626,0.0021126003,0.10563803,0.00005710427,0.0001401689,0.00031765449,0.001570751,0.4943005,0.3915669,0.0011400493,0.0028286946,0.00013520247],"about_ca_topic_score_codex":0.0058215824,"about_ca_topic_score_gemma":0.0067696646,"teacher_disagreement_score":0.0071836025,"about_ca_system_score_codex":0.0005334675,"about_ca_system_score_gemma":0.00051269925,"threshold_uncertainty_score":0.02403158},"labels":[],"label_agreement":null},{"id":"W3034578963","doi":"10.14393/ufu.te.2020.363","title":"Do outro lado da rua: riscos associados ao uso do território e bem-estar social de moradores em função da mineração em Paracatu-MG.","year":2020,"lang":"pt","type":"dissertation","venue":"","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":"Appropriation; Government (linguistics); Gold mining; Geography; Field research; Tailings; Population; Socioeconomics; Welfare; Qualitative research; Business; Political science; Sociology; Social science","score_opus":0.027178488625106342,"score_gpt":0.26212781417595293,"score_spread":0.23494932555084658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3034578963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977532,0.0005251613,0.000029681245,0.0006357139,0.00000868302,0.000009758971,0.000038084047,0.0000015208215,0.000998127],"genre_scores_gemma":[0.9987288,0.00050512084,0.000050158345,0.00007773709,0.000007015172,0.000011928466,0.0000228917,0.0000013277481,0.0005949613],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.99951494,0.00019643837,0.000018583669,0.00007513513,0.00007975745,0.0001151554],"domain_scores_gemma":[0.9986939,0.0003824443,0.0005141526,0.000054398377,0.00014475334,0.00021030255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008040434,0.00023667135,0.0002887713,0.00088183506,0.0013038856,0.0009834948,0.00060984964,0.0007693985,0.0017846208],"category_scores_gemma":[0.0043298737,0.00025812993,0.00023033666,0.0006858707,0.0012090477,0.00070390303,0.0014901502,0.0005775639,0.00021531577],"study_design_candidate":"qualitative","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":[0.00005300331,0.00009717491,0.89661527,0.0000951206,0.000034920533,0.00079559616,0.08666909,0.000024751555,0.0004905655,0.0005814891,0.00055448257,0.013988472],"study_design_scores_gemma":[0.00000405617,0.00015846848,0.8259604,0.0001544824,0.00003970631,0.00075172336,0.16791624,0.00015384272,0.0001877262,0.00026393423,0.0043932735,0.000016123],"about_ca_topic_score_codex":0.083162636,"about_ca_topic_score_gemma":0.16690198,"teacher_disagreement_score":0.083162636,"about_ca_system_score_codex":0.000939237,"about_ca_system_score_gemma":0.0010199856,"threshold_uncertainty_score":0.16535717},"labels":[],"label_agreement":null},{"id":"W3034941300","doi":"10.1016/j.powtec.2020.06.050","title":"Flow ability of cemented pastefill material that contains nano-silica particles","year":2020,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"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","keywords":"Rheology; Curing (chemistry); Nano-; Materials science; Composite material; Viscosity; Volumetric flow rate; Mechanics","score_opus":0.01888067449978126,"score_gpt":0.19313547822739255,"score_spread":0.1742548037276113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3034941300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985512,0.00014879373,0.00056168577,0.000011740771,0.000009598809,0.00000446965,0.0001545576,0.000028582319,0.0005293679],"genre_scores_gemma":[0.99882025,0.00005284264,0.00022685122,0.000007225554,0.0000035601238,0.0000036195722,0.0001659364,0.0000052549026,0.0007144242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998474,0.000012384431,0.000012430057,0.000037493624,0.000048063317,0.00004221629],"domain_scores_gemma":[0.9997619,0.00008285534,0.000059864517,0.000014512409,0.000058826903,0.00002210895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002822996,0.00025084455,0.00013819266,0.0003697445,0.00019700067,0.00018101292,0.00016371756,0.00029033382,0.0026149498],"category_scores_gemma":[0.00037358614,0.00012298509,0.00027711265,0.00022028835,0.00023339763,0.0003969839,0.00009515015,0.00031029855,0.0002965067],"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":[0.00042618308,0.000047736336,0.0014420778,0.000057260117,0.000008355722,0.00005612637,0.00010568845,0.00063699123,0.9938014,0.00015601859,0.0000859295,0.003176181],"study_design_scores_gemma":[0.00000781248,0.00029348594,0.007044355,0.0000036873294,0.000010448354,0.000029277046,0.000055489123,0.0027027924,0.9895103,0.000025613843,0.0003078195,0.000008928159],"about_ca_topic_score_codex":0.0015445505,"about_ca_topic_score_gemma":0.0011985011,"teacher_disagreement_score":0.0026149498,"about_ca_system_score_codex":0.0001540214,"about_ca_system_score_gemma":0.00017421842,"threshold_uncertainty_score":0.008747876},"labels":[],"label_agreement":null},{"id":"W3036526677","doi":"10.3390/min10060564","title":"Experimental Development of a Novel Mine Backfill Material: Foam Mine Fill","year":2020,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Concordia University; McGill University","keywords":"Tailings; Materials science; Compressive strength; Mixing (physics); Porosity; Geotechnical engineering; Airflow; Composite material; Environmental science; Geology; Metallurgy; Engineering","score_opus":0.03938782397422475,"score_gpt":0.22497597872253006,"score_spread":0.1855881547483053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3036526677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97226083,0.00087205216,0.021281939,0.000092274946,0.00006752364,0.0006050111,0.00067216303,0.00022365352,0.0039245067],"genre_scores_gemma":[0.94338894,0.0007888133,0.052028745,0.000061427185,0.000030164538,0.0006254885,0.0005043443,0.00005237216,0.0025196963],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996618,0.000039231363,0.000025621237,0.00006774074,0.00016455137,0.00004105942],"domain_scores_gemma":[0.9997366,0.000043634365,0.00006234273,0.000038480834,0.00008775868,0.000031269752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005783634,0.0004170698,0.00029493182,0.0005754193,0.00036528934,0.00025183687,0.00034121893,0.0006885529,0.0021587734],"category_scores_gemma":[0.0004497317,0.0002152899,0.00029038778,0.00032095888,0.00031914882,0.00052439864,0.00034045175,0.00045898752,0.0006108749],"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":[0.00014520828,0.00016047177,0.0004643792,0.00037352566,0.0000056717904,0.00017111513,0.0000771177,0.00066127564,0.9905785,0.00034499547,0.00013581553,0.006881851],"study_design_scores_gemma":[0.000022868262,0.0013083281,0.0011833841,0.000023491571,0.000012423338,0.00023177634,0.000060223192,0.001352574,0.9895928,0.000063936786,0.006132902,0.000015382542],"about_ca_topic_score_codex":0.00025712483,"about_ca_topic_score_gemma":0.00061537424,"teacher_disagreement_score":0.0021587734,"about_ca_system_score_codex":0.0001755774,"about_ca_system_score_gemma":0.00022811179,"threshold_uncertainty_score":0.0072217584},"labels":[],"label_agreement":null},{"id":"W3037965888","doi":"10.1029/2019wr025790","title":"Seasonal Turbidity Linked to Physical Dynamics in a Deep Lake Following the Catastrophic 2014 Mount Polley Mine Tailings Spill","year":2020,"lang":"en","type":"article","venue":"Water Resources Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Pacific Salmon Commission; Fisheries and Oceans Canada; University of Northern British Columbia; University of Alberta; University of British Columbia","funders":"","keywords":"Seiche; Hypolimnion; Turbidity; Environmental science; Water column; Hydrology (agriculture); Tailings; Epilimnion; Turbidity current; Geology; Oceanography; Structural basin; Ecology; Eutrophication; Geomorphology","score_opus":0.02933619056383821,"score_gpt":0.26300025103701474,"score_spread":0.23366406047317653,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037965888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99953675,0.000012715294,0.00003205621,0.000042894437,0.0000024310116,0.0000034728876,0.00012829041,0.000004055851,0.00023732077],"genre_scores_gemma":[0.9995122,0.000015438452,0.000049235136,0.000018912124,0.0000036405902,0.0000055587275,0.00019455906,0.0000010953208,0.00019936921],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998729,0.000010406837,0.0000090287,0.00002403093,0.000043091473,0.000040444767],"domain_scores_gemma":[0.99950576,0.000028369817,0.00020290382,0.000012889021,0.00014284837,0.00010722577],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020870194,0.00017174913,0.00021728904,0.000622079,0.0007006791,0.00061148865,0.00019598352,0.00035393896,0.0007702337],"category_scores_gemma":[0.0006899636,0.00016599479,0.0001461151,0.00062462717,0.00039286428,0.0003316841,0.00083072117,0.0004300337,0.000101252095],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012283235,0.00005404843,0.9932728,0.0000092632945,0.000026925802,0.00024879497,0.00052989647,0.00016729973,0.002952222,0.000019857023,0.00030659497,0.0022895052],"study_design_scores_gemma":[0.0000011711219,0.000027050666,0.99905974,0.0000023602238,0.0000040487384,0.000024092722,0.00037619585,0.00021483135,0.00014367262,0.000007969494,0.00013594299,0.0000029725911],"about_ca_topic_score_codex":0.07113904,"about_ca_topic_score_gemma":0.20716435,"teacher_disagreement_score":0.92886096,"about_ca_system_score_codex":0.001225068,"about_ca_system_score_gemma":0.0006572413,"threshold_uncertainty_score":0.14144993},"labels":[],"label_agreement":null},{"id":"W3041183803","doi":"10.3390/min10070610","title":"Correlation between the Pore Structure and Water Retention of Cemented Paste Backfill Using Centrifugal and Nuclear Magnetic Resonance Methods","year":2020,"lang":"en","type":"article","venue":"Minerals","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":"McGill University","funders":"","keywords":"Water retention; Tailings; Scanning electron microscope; Materials science; Cutoff; Porosity; Centrifugal force; Cement; Macropore; Pore water pressure; Water retention curve; Chemistry; Geotechnical engineering; Composite material; Soil science; Soil water; Geology; Mechanics; Metallurgy; Flow (mathematics); Physics","score_opus":0.027408942607566687,"score_gpt":0.22837915015218002,"score_spread":0.20097020754461334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041183803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99374616,0.0003225367,0.005548633,0.000008459271,0.0000033305132,0.000009123643,0.00009249657,0.000052445997,0.00021676964],"genre_scores_gemma":[0.9973068,0.000115990086,0.0022509852,0.000008227034,0.0000030373276,0.000010215741,0.00011044265,0.000008462186,0.00018570016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99938715,0.000064359585,0.00003268965,0.000101715224,0.00035999142,0.000054121927],"domain_scores_gemma":[0.99911755,0.00026766188,0.000324683,0.000048646445,0.00018956425,0.000051859486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005581431,0.00030531516,0.0002651729,0.0011649582,0.0001421274,0.00035448262,0.00023141199,0.0003621774,0.00045073408],"category_scores_gemma":[0.0013634617,0.00016394252,0.00028282302,0.00054451835,0.00037372598,0.00057468814,0.00021546672,0.00021258066,0.00015267543],"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":[0.00024382456,0.000058207923,0.029271191,0.000093503375,0.000035702593,0.00009119098,0.00010294744,0.0007639727,0.95430464,0.00008618578,0.00004126749,0.014907376],"study_design_scores_gemma":[0.000008905506,0.0006149603,0.1864271,0.000010701027,0.00006953142,0.00052228855,0.00019172918,0.010601892,0.80072945,0.00009719402,0.0006793997,0.000046938905],"about_ca_topic_score_codex":0.0018798736,"about_ca_topic_score_gemma":0.002233747,"teacher_disagreement_score":0.0018798736,"about_ca_system_score_codex":0.00024175202,"about_ca_system_score_gemma":0.00023396444,"threshold_uncertainty_score":0.0037378669},"labels":[],"label_agreement":null},{"id":"W3041421708","doi":"10.1002/ieam.4311","title":"Influence of Fundão Tailings Dam Breach on Water Quality in the Doce River Watershed","year":2020,"lang":"en","type":"article","venue":"Integrated Environmental Assessment and Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":37,"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":"Environmental science; Tailings; Water quality; Tailings dam; Hydrology (agriculture); Turbidity; Watershed; Seasonality; Sampling (signal processing); Wet season; Dry season; Hydropower; Geography; Geology; Ecology","score_opus":0.014122896501670376,"score_gpt":0.2254731070658375,"score_spread":0.21135021056416714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041421708","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916744,0.000101018086,0.00006115458,0.000046490502,0.0000025433073,0.000006585083,0.00006135634,0.000004408053,0.00054892607],"genre_scores_gemma":[0.9995492,0.00009262081,0.00009520833,0.000015095985,0.000002637477,0.0000052326445,0.00006854088,0.0000017241857,0.00016980086],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9996278,0.000069398666,0.000029294948,0.000089130466,0.000112385365,0.00007192087],"domain_scores_gemma":[0.9995504,0.0000708298,0.00020877583,0.000021998978,0.000079734265,0.00006830343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003861889,0.00021694704,0.0003217094,0.0005836474,0.00037595653,0.00076114555,0.00020713184,0.0003467678,0.00044824916],"category_scores_gemma":[0.0011488348,0.00014062217,0.00024150366,0.00080339547,0.0006485386,0.0003041632,0.00068809505,0.00022096065,0.000056782308],"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":[0.00014807365,0.00009766335,0.97019494,0.00006497547,0.00009284745,0.0010204687,0.0022856335,0.0006436506,0.012555122,0.0001939998,0.00021681494,0.012485771],"study_design_scores_gemma":[0.0000018540021,0.000060061568,0.99749506,0.000008759612,0.000012455333,0.000085975895,0.0009573841,0.00030452776,0.0004180617,0.000026814048,0.0006239208,0.0000052218206],"about_ca_topic_score_codex":0.05946001,"about_ca_topic_score_gemma":0.10401738,"teacher_disagreement_score":0.05946001,"about_ca_system_score_codex":0.0010806811,"about_ca_system_score_gemma":0.000788551,"threshold_uncertainty_score":0.11822784},"labels":[],"label_agreement":null},{"id":"W3041853321","doi":"10.1002/ieam.4309","title":"Water and Sediment Quality in the Coastal Zone Around the Mouth of Doce River After the Fundão Tailings Dam Failure","year":2020,"lang":"en","type":"article","venue":"Integrated Environmental Assessment and Management","topic":"Tailings Management and Properties","field":"Engineering","cited_by":47,"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":"River mouth; Environmental science; Water quality; Wet season; Sediment; Hydrology (agriculture); Turbidity; Tailings; Dry season; Tailings dam; Sampling (signal processing); Submarine pipeline; Total suspended solids; Oceanography; Geology; Environmental engineering; Geography; Chemical oxygen demand; Ecology","score_opus":0.010809525901433576,"score_gpt":0.20885581242895035,"score_spread":0.19804628652751677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041853321","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915564,0.00008527715,0.00003461723,0.000040067174,0.000005744037,0.0000095934965,0.0002470725,0.0000043214895,0.0004176858],"genre_scores_gemma":[0.9987238,0.000082465565,0.00007843551,0.00002319396,0.000005679785,0.000015114579,0.00036768802,0.000002543854,0.0007010001],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99979585,0.000022423808,0.000014030802,0.000070106726,0.000040268733,0.00005733836],"domain_scores_gemma":[0.99955183,0.000041045307,0.00014692836,0.000024215647,0.00014425754,0.00009165082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035006597,0.00027974145,0.00044317177,0.0006525015,0.0007038916,0.0007601974,0.00027425378,0.0005586367,0.000909347],"category_scores_gemma":[0.00095856475,0.00020161032,0.00045111726,0.001095523,0.0005097327,0.00040456807,0.00067794067,0.00041288018,0.00017592128],"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":[0.00038556944,0.00013199257,0.98056203,0.00005981206,0.000070096234,0.0019274729,0.0040415036,0.00022759446,0.0050919363,0.000074052696,0.0004367087,0.006991279],"study_design_scores_gemma":[0.0000024447872,0.0000919451,0.9979748,0.0000068461077,0.000011817535,0.000098385266,0.0011598245,0.0000856841,0.00016192377,0.000012461455,0.00038842735,0.0000053919393],"about_ca_topic_score_codex":0.08640306,"about_ca_topic_score_gemma":0.15822057,"teacher_disagreement_score":0.08640306,"about_ca_system_score_codex":0.0012802242,"about_ca_system_score_gemma":0.0008162678,"threshold_uncertainty_score":0.17180032},"labels":[],"label_agreement":null},{"id":"W3047108042","doi":"10.1016/j.aej.2020.07.047","title":"Research on the fluid characteristics of cemented backfill pipeline transportation of mineral processing tailings","year":2020,"lang":"en","type":"article","venue":"Alexandria Engineering Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Fundamental Research Funds for Central Universities of the Central South University; China Scholarship Council; National Natural Science Foundation of China","keywords":"Slurry; Tailings; Geotechnical engineering; Pipeline (software); Pipeline transport; Engineering; Flow (mathematics); Petroleum engineering; Environmental engineering; Materials science; Mechanical engineering; Mechanics","score_opus":0.040247548316169994,"score_gpt":0.24388191591692515,"score_spread":0.20363436760075515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3047108042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98802036,0.00040923094,0.0102146445,0.000076355704,0.000012638964,0.00002278842,0.00011815223,0.000050302504,0.0010755416],"genre_scores_gemma":[0.9973241,0.00020131246,0.0015460259,0.00000859671,0.0000036140366,0.000006273074,0.00009627102,0.000008931921,0.0008049312],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971503,0.00003685104,0.00002063831,0.000053029275,0.00013351256,0.00004102794],"domain_scores_gemma":[0.9997186,0.000072597526,0.00005772346,0.000014296037,0.00012432289,0.000012472459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035552756,0.0002395,0.00028580526,0.00082984264,0.00033382955,0.00056225125,0.00028099562,0.0003889044,0.0006454025],"category_scores_gemma":[0.0007170882,0.00010546457,0.0003932553,0.0005698014,0.00040649305,0.0010817142,0.00021336123,0.00026758868,0.00013333048],"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":[0.00034592257,0.00013200488,0.039719597,0.0003859748,0.000030100466,0.00042182786,0.00058067805,0.01921712,0.8824969,0.0020096991,0.00038819417,0.054271996],"study_design_scores_gemma":[0.000016504657,0.0008144284,0.053995807,0.00004339769,0.000064789216,0.00036482554,0.00108909,0.09970067,0.83660907,0.00085285865,0.006361348,0.00008725346],"about_ca_topic_score_codex":0.0048621586,"about_ca_topic_score_gemma":0.004375647,"teacher_disagreement_score":0.0048621586,"about_ca_system_score_codex":0.0004844116,"about_ca_system_score_gemma":0.00061200664,"threshold_uncertainty_score":0.009667695},"labels":[],"label_agreement":null},{"id":"W3081976457","doi":"10.1061/(asce)gt.1943-5606.0002383","title":"Experimental Study of the Behavior of Cemented Paste Backfill under High Isotropic Compression","year":2020,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Isotropy; Hardening (computing); Cement; Geotechnical engineering; Composite material; Compressive strength; Compression (physics); Constitutive equation; Modulus; Curing (chemistry); Geology; Structural engineering; Engineering","score_opus":0.010907043986171016,"score_gpt":0.18019188456564467,"score_spread":0.16928484057947366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3081976457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985018,0.00006425095,0.0009330128,0.0000082362085,0.0000027302603,0.00000759842,0.00009485041,0.000023161025,0.00036446252],"genre_scores_gemma":[0.9986375,0.000053073352,0.0008070304,0.000005396662,0.0000018944227,0.000007833667,0.000064505155,0.000010981674,0.0004118399],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996952,0.000022568287,0.000015763651,0.00005188808,0.00016960035,0.000045059052],"domain_scores_gemma":[0.999448,0.00015837232,0.00010572262,0.00008997351,0.00015477359,0.000043187465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030172872,0.0003178259,0.00027745977,0.00026886477,0.0002571192,0.00017460992,0.00029842526,0.00031721318,0.0014635184],"category_scores_gemma":[0.00060472754,0.0001619187,0.00014483779,0.00030558015,0.0005200253,0.0003159305,0.00025189357,0.00034722016,0.00019576408],"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":[0.00009735516,0.00002439184,0.0011375357,0.00002657466,0.000002567294,0.000057386053,0.00007536884,0.0004302481,0.99669975,0.000030679945,0.000013765246,0.0014043772],"study_design_scores_gemma":[0.0000054674797,0.00039565787,0.010490935,0.0000033627355,0.000006205945,0.000058277248,0.00008138154,0.0016222018,0.9869696,0.000020742173,0.00033881515,0.000007385263],"about_ca_topic_score_codex":0.0008948756,"about_ca_topic_score_gemma":0.0017691996,"teacher_disagreement_score":0.0014635184,"about_ca_system_score_codex":0.00021057444,"about_ca_system_score_gemma":0.00018938485,"threshold_uncertainty_score":0.004895985},"labels":[],"label_agreement":null},{"id":"W3082035472","doi":"10.5194/nhess-20-3425-2020","title":"Tailings-flow runout analysis: examining the applicability of a semi-physical area–volume relationship using a novel database","year":2020,"lang":"en","type":"article","venue":"Natural hazards and earth system sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":22,"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 Waterloo; Queen's University; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; Suncor Energy Incorporated","keywords":"Tailings; Geology; Volume (thermodynamics); Tailings dam; Debris flow; Volcano; Flow (mathematics); Mining engineering; STREAMS; Geotechnical engineering; Debris; Seismology","score_opus":0.05234449166366934,"score_gpt":0.24495854208375675,"score_spread":0.19261405042008742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082035472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9624515,0.00014431553,0.029364841,0.000045225876,0.000014995389,0.00011744076,0.0062323804,0.00050836557,0.0011209039],"genre_scores_gemma":[0.9627889,0.00006197443,0.028590424,0.000013509204,0.000013336049,0.000106894986,0.008163889,0.000029355668,0.00023167266],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99762887,0.00060177734,0.00036374232,0.0006787084,0.0006205838,0.00010627574],"domain_scores_gemma":[0.981427,0.011570272,0.0022475168,0.0020932583,0.002354498,0.00030749265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0040375367,0.00042871226,0.000511693,0.005080071,0.0003002815,0.0016465544,0.0010553282,0.0005803248,0.0007226762],"category_scores_gemma":[0.014224838,0.00015514842,0.0004786977,0.0032464773,0.00029734947,0.0017269736,0.00094154425,0.00035712993,0.0003620949],"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":[0.0005642617,0.000390963,0.839571,0.00014966312,0.00023949648,0.00017039267,0.00037032264,0.03974301,0.0049243905,0.001316918,0.0014268818,0.11113275],"study_design_scores_gemma":[0.00003507756,0.000480981,0.4095901,0.00002636892,0.00007088917,0.00040093486,0.0005194486,0.57854426,0.0066559934,0.00091101875,0.0027119827,0.00005293842],"about_ca_topic_score_codex":0.007699231,"about_ca_topic_score_gemma":0.0061567314,"teacher_disagreement_score":0.007699231,"about_ca_system_score_codex":0.0006467221,"about_ca_system_score_gemma":0.00045064904,"threshold_uncertainty_score":0.021352828},"labels":[],"label_agreement":null},{"id":"W3082250834","doi":"10.4236/ti.2020.114006","title":"Geopolymer Mortar with the Tailings from the Fund&amp;#227;o Dam Rupture","year":2020,"lang":"en","type":"article","venue":"Technology and Investment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundação de Amparo à Pesquisa do Estado de Minas Gerais; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Tailings; Mortar; Sodium silicate; Compressive strength; Geopolymer; Fly ash; Absorption of water; Portland cement; Sodium hydroxide; Materials science; Curing (chemistry); Metakaolin; Metallurgy; Lime; Raw material; Bauxite; Cement; Composite material; Chemistry","score_opus":0.018359205349738533,"score_gpt":0.1882640450003327,"score_spread":0.16990483965059416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082250834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9900523,0.0003149387,0.0041543175,0.000035895766,0.000031740383,0.00033693115,0.00048285697,0.00017064365,0.004420425],"genre_scores_gemma":[0.9405201,0.0006688173,0.015672568,0.00012191365,0.00003285667,0.00040067607,0.0019550393,0.00012618574,0.04050179],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967575,0.000013053449,0.000024533405,0.00007923802,0.0001599416,0.000047483652],"domain_scores_gemma":[0.9996904,0.000038299957,0.00011871445,0.000035156336,0.00006484538,0.000052638592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024426123,0.0005823738,0.00047929495,0.0006557773,0.0005434072,0.00032110055,0.0004469738,0.00028659194,0.0056026834],"category_scores_gemma":[0.00018358475,0.00025755665,0.00052540627,0.00042685313,0.0003511966,0.00021008211,0.0002936353,0.00060006033,0.0010102945],"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":[0.00024752942,0.00013538421,0.00057524326,0.000080968144,0.000009729831,0.000080032536,0.00004708902,0.00009731868,0.9939281,0.00006262261,0.00005110762,0.004684859],"study_design_scores_gemma":[0.000024383844,0.0020756267,0.017527161,0.000014029064,0.000053184755,0.00015025726,0.000040827937,0.00026801636,0.9729748,0.000046281104,0.006813816,0.000011619482],"about_ca_topic_score_codex":0.0010977612,"about_ca_topic_score_gemma":0.004622516,"teacher_disagreement_score":0.0056026834,"about_ca_system_score_codex":0.00031978416,"about_ca_system_score_gemma":0.00040858396,"threshold_uncertainty_score":0.01874286},"labels":[],"label_agreement":null},{"id":"W3091546389","doi":"10.1016/j.conbuildmat.2020.120968","title":"Effect of external sulfate attack on the mechanical behavior of cemented paste backfill","year":2020,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Sulfate; Compressive strength; Materials science; Microstructure; Composite material; Volume (thermodynamics); Metallurgy","score_opus":0.024940818819460107,"score_gpt":0.23876593143954905,"score_spread":0.21382511262008894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3091546389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99935156,0.000092305796,0.00009999338,0.00000876245,0.000008282808,0.0000023391963,0.00006591012,0.000008444545,0.00036227467],"genre_scores_gemma":[0.99938834,0.000059129063,0.00008234961,0.000007833637,0.000003424029,0.0000013739752,0.00005928581,0.0000041371018,0.00039409054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997718,0.000032056563,0.000020777765,0.00003658549,0.000059859398,0.00007902315],"domain_scores_gemma":[0.99966896,0.00012447129,0.00006289284,0.00003644978,0.000067248104,0.000040020033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022002238,0.00031892405,0.00021327175,0.00013545864,0.00018256564,0.00024003722,0.00020901718,0.00027234564,0.0028378842],"category_scores_gemma":[0.00048367496,0.00012583197,0.00021724595,0.00017063881,0.00030774952,0.00027175585,0.00013668947,0.0003408213,0.00025521292],"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":[0.0022634005,0.000115093964,0.0017238652,0.0000703285,0.000024617373,0.00017380873,0.000099186254,0.00086297555,0.9917739,0.000084734034,0.00007554391,0.0027325444],"study_design_scores_gemma":[0.0000083156865,0.00062729075,0.0037940093,0.000002736882,0.000009964635,0.000028548164,0.00005292786,0.0011199386,0.99406284,0.000012133408,0.00027446583,0.0000068606932],"about_ca_topic_score_codex":0.0016110644,"about_ca_topic_score_gemma":0.0016916541,"teacher_disagreement_score":0.0028378842,"about_ca_system_score_codex":0.00015368119,"about_ca_system_score_gemma":0.00023409005,"threshold_uncertainty_score":0.009493709},"labels":[],"label_agreement":null},{"id":"W3093518720","doi":"10.3390/min10110941","title":"Experimental Tests on a Small-Scale Model of a Mine Stope to Study the Behavior of Waste Rock Barricades during Backfilling","year":2020,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Consolidation (business); Shotcrete; Compaction; Gradation; Geology; Rock mass classification; Mining engineering; Materials science","score_opus":0.04910472234107804,"score_gpt":0.24385857057243976,"score_spread":0.19475384823136171,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3093518720","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946044,0.000025017978,0.0041072997,0.000017896004,0.00000796825,0.00009488752,0.00038307195,0.00008898738,0.0006704803],"genre_scores_gemma":[0.99422497,0.000058597758,0.0039764936,0.000006407463,0.0000010508709,0.00011554622,0.00022829766,0.000011127215,0.0013776091],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997749,0.000016871887,0.000011212112,0.00005387653,0.00010233245,0.000040813527],"domain_scores_gemma":[0.99974746,0.000068550806,0.00003158313,0.00006176464,0.000054677028,0.000035946545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028319834,0.0005845251,0.0006096166,0.00028121084,0.00046623347,0.00036805085,0.0008982355,0.00088577194,0.0024515593],"category_scores_gemma":[0.00037469095,0.00024720954,0.0005295618,0.00027365642,0.0006564545,0.00031270823,0.00049056666,0.0004541518,0.0003866039],"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":[0.0007712575,0.0006946082,0.0119198095,0.00035695848,0.000035560326,0.00093075656,0.0005693876,0.15760295,0.8157513,0.00042623587,0.000270062,0.010671126],"study_design_scores_gemma":[0.0003283656,0.008114229,0.06287306,0.000059718346,0.00014248419,0.00038366092,0.001971652,0.2614706,0.656309,0.0004579785,0.0077650673,0.00012414544],"about_ca_topic_score_codex":0.008532769,"about_ca_topic_score_gemma":0.01683507,"teacher_disagreement_score":0.008532769,"about_ca_system_score_codex":0.00044614245,"about_ca_system_score_gemma":0.0008698264,"threshold_uncertainty_score":0.016966164},"labels":[],"label_agreement":null},{"id":"W3094080438","doi":"10.1007/s10706-020-01586-x","title":"Shear Behaviour of Rock–Tailings Backfill Interface: Effect of Cementation, Rock Type, and Rock Surface Roughness","year":2020,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"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","keywords":"Cementation (geology); Geotechnical engineering; Direct shear test; Surface finish; Surface roughness; Shear (geology); Interlocking; Geology; Shear stress; Cement; Materials science; Composite material; Engineering; Structural engineering","score_opus":0.010742820865949404,"score_gpt":0.2069101470293098,"score_spread":0.19616732616336038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094080438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994186,0.000034811397,0.00022107252,0.000008093231,0.0000026763964,0.0000015549351,0.00007071193,0.00001334155,0.0002292774],"genre_scores_gemma":[0.99956185,0.000014536526,0.00006018532,0.0000043198957,9.933353e-7,9.326068e-7,0.00008076213,0.000002586896,0.00027387557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989784,0.000008392456,0.000009217758,0.000019652925,0.000029552406,0.000035338246],"domain_scores_gemma":[0.99966955,0.000078598176,0.000069394606,0.000026394542,0.0001132521,0.000042946354],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023908797,0.00022430343,0.000211393,0.0003501706,0.0001953183,0.00027608813,0.00020801474,0.00034015442,0.0035507188],"category_scores_gemma":[0.00048989354,0.00015112635,0.00024409454,0.0002721559,0.00031610974,0.0003530727,0.00015944785,0.00025863148,0.00035291706],"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":[0.0017004504,0.00013071905,0.023245515,0.0000943176,0.000029449158,0.00043334858,0.00038245102,0.006968646,0.9590739,0.00017271246,0.00027110038,0.007497371],"study_design_scores_gemma":[0.00004819008,0.0014252198,0.2075053,0.000021692074,0.00006316171,0.0002932969,0.0011939964,0.0517772,0.7363573,0.00020594569,0.0010590268,0.00004965995],"about_ca_topic_score_codex":0.0025471854,"about_ca_topic_score_gemma":0.0026601534,"teacher_disagreement_score":0.0035507188,"about_ca_system_score_codex":0.00014603305,"about_ca_system_score_gemma":0.00015982718,"threshold_uncertainty_score":0.011878312},"labels":[],"label_agreement":null},{"id":"W3099238177","doi":"10.1139/cgj-2020-0372","title":"Physical and numerical modelling of drainage and consolidation of tailings near a vertical waste rock inclusion","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","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":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Consolidation (business); Drainage; Geotechnical engineering; Geology; Pore water pressure; Slurry; Inclusion (mineral); Permeability (electromagnetism); Mining engineering; Environmental science; Environmental engineering; Mineralogy; Materials science","score_opus":0.0142765317625954,"score_gpt":0.1911513648167717,"score_spread":0.17687483305417628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3099238177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.979629,0.00010900174,0.014885153,0.00006205451,0.000011584639,0.00006259539,0.00017301035,0.00012259043,0.0049450016],"genre_scores_gemma":[0.99599695,0.000078256795,0.0023918184,0.0000065234303,0.0000021564776,0.000029676085,0.000063274034,0.000008879957,0.0014224641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998715,0.000017644232,0.000011480884,0.00002255432,0.000039253777,0.000037656937],"domain_scores_gemma":[0.9997764,0.00010760027,0.000036482215,0.000020645266,0.000037591355,0.000021289612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014944474,0.00031084128,0.0004140399,0.00041294494,0.0004758738,0.00093848567,0.00068012933,0.0009345417,0.001239963],"category_scores_gemma":[0.0006283207,0.00025672308,0.00042278285,0.00043380368,0.0009810205,0.00040150454,0.0004664251,0.0003532648,0.00012711307],"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":[0.00008179904,0.000066524604,0.005650764,0.00004288373,0.00001040089,0.00018688057,0.00008055437,0.96657145,0.022876652,0.0008672717,0.00006841008,0.0034963137],"study_design_scores_gemma":[0.0000095325595,0.00004466668,0.002999583,0.0000038423154,0.000004426816,0.000024370209,0.000042012238,0.9930542,0.0035042602,0.00012856614,0.00017697093,0.000007536317],"about_ca_topic_score_codex":0.03683807,"about_ca_topic_score_gemma":0.022977885,"teacher_disagreement_score":0.03683807,"about_ca_system_score_codex":0.0009531135,"about_ca_system_score_gemma":0.0009173607,"threshold_uncertainty_score":0.073247254},"labels":[],"label_agreement":null},{"id":"W3099891393","doi":"10.11159/iccste20.193","title":"Mechanical Properties and Behavior of Early-Age Fiber-ReinforcedCemented Paste Backfill","year":2020,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","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":true,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Fiber; Composite material; Geotechnical engineering; Geology","score_opus":0.027246710242134726,"score_gpt":0.2008247214067832,"score_spread":0.17357801116464847,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3099891393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99814296,0.00060788466,0.00060507515,0.000011321204,0.000008041069,0.000008107088,0.0002068119,0.000017048482,0.00039276085],"genre_scores_gemma":[0.99808204,0.00027551065,0.00060296484,0.000012264545,0.0000035901332,0.000011247895,0.00017424146,0.000008184789,0.00083001977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999728,0.00002337861,0.000023059596,0.000041676838,0.00015167,0.000032244643],"domain_scores_gemma":[0.9995664,0.00008646054,0.00015979909,0.000020846172,0.000118930766,0.00004758993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034228692,0.0003766045,0.00023898951,0.0005251502,0.00016286712,0.00017782651,0.00023360379,0.00039040265,0.0011781041],"category_scores_gemma":[0.0004550328,0.00014667542,0.0002584757,0.0003850255,0.00023825781,0.00030964662,0.00014651453,0.00035968985,0.00021470526],"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":[0.0001257442,0.000045435507,0.002088802,0.000071495975,0.0000063199186,0.00009993777,0.000067271496,0.0004363013,0.9940037,0.000036077854,0.00003237167,0.0029865713],"study_design_scores_gemma":[0.000006037201,0.0010845531,0.045447774,0.000020487847,0.000026480595,0.00017046386,0.00019113145,0.0021074275,0.9496426,0.00003311309,0.0012460294,0.000023925188],"about_ca_topic_score_codex":0.0008232767,"about_ca_topic_score_gemma":0.0019316726,"teacher_disagreement_score":0.0011781041,"about_ca_system_score_codex":0.00019191031,"about_ca_system_score_gemma":0.00014623831,"threshold_uncertainty_score":0.0039411783},"labels":[],"label_agreement":null},{"id":"W3100950762","doi":"10.11159/iccste20.159","title":"Earthquake Induced Liquefaction Potential of Paste Tailings: ShakingTable Results","year":2020,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","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":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Qassim University; University of Ottawa","keywords":"Earthquake shaking table; Liquefaction; Tailings; Table (database); Geology; Geotechnical engineering; Mining engineering; Environmental science; Forensic engineering; Engineering; Computer science; Materials science; Metallurgy; Database","score_opus":0.01907654520291137,"score_gpt":0.20292141043016174,"score_spread":0.18384486522725035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3100950762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99860233,0.00016615733,0.00052234385,0.000010291693,0.0000051598986,0.0000076057536,0.00019478948,0.00002332431,0.00046808986],"genre_scores_gemma":[0.9988343,0.00012194946,0.00036141858,0.0000058466276,0.000002026459,0.0000036014944,0.00013573431,0.000004244925,0.00053094316],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977165,0.000015385689,0.000021586793,0.000033151453,0.00012203154,0.00003615232],"domain_scores_gemma":[0.99963224,0.00007927312,0.00006868044,0.00003766811,0.00014647748,0.00003573218],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001688151,0.00033969746,0.00032393116,0.0004491238,0.00020652248,0.00019384702,0.00020907877,0.00035585224,0.0024017799],"category_scores_gemma":[0.0003689009,0.00014250168,0.00031486544,0.00046079824,0.000207765,0.00027504328,0.00023284616,0.00026773004,0.00023349957],"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":[0.00040731154,0.00006847536,0.00732412,0.00015545693,0.0000142207255,0.00047796598,0.0001291825,0.0014556476,0.98276144,0.000034907884,0.00008356877,0.007087731],"study_design_scores_gemma":[0.00000878936,0.0017205888,0.051045284,0.000010281333,0.00004521703,0.00033541117,0.00035329734,0.0053616758,0.9405204,0.00003613432,0.00054463977,0.000018350793],"about_ca_topic_score_codex":0.0013224606,"about_ca_topic_score_gemma":0.0020066442,"teacher_disagreement_score":0.0024017799,"about_ca_system_score_codex":0.0001306281,"about_ca_system_score_gemma":0.00008332924,"threshold_uncertainty_score":0.008034706},"labels":[],"label_agreement":null},{"id":"W3102034335","doi":"10.3390/min10111032","title":"Sulfate-Dependent Shear Behavior of Cementing Fiber-Reinforced Tailings and Rock","year":2020,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Direct shear test; Materials science; Composite material; Shear (geology); Sulfate; Cracking; Brittleness; Shear strength (soil); Cementitious; Cement; Durability; Fiber; Geotechnical engineering; Metallurgy; Geology","score_opus":0.02070909652291515,"score_gpt":0.20783766907667367,"score_spread":0.18712857255375853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3102034335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989838,0.0003308537,0.00041141929,0.0000073508813,0.000003954042,0.0000056145823,0.00008713623,0.00000942208,0.00016049517],"genre_scores_gemma":[0.9984328,0.0002600396,0.0006571039,0.000011920098,0.000002522569,0.0000071584964,0.00013662843,0.0000056626423,0.00048603208],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981505,0.000023644408,0.00002221297,0.00004085524,0.000068128276,0.000030136116],"domain_scores_gemma":[0.9997366,0.00003858152,0.00011223403,0.000010249599,0.0000646633,0.000037616825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024203524,0.00047329118,0.00017511078,0.0003786229,0.00011953552,0.00018470935,0.00011961558,0.0002122564,0.00055652315],"category_scores_gemma":[0.0003153485,0.00017107704,0.00027213464,0.00020590884,0.00021050319,0.00024082328,0.00011869637,0.0003264227,0.000089634115],"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":[0.000064304004,0.000008607415,0.0019330445,0.000027039025,0.00000644244,0.00004258162,0.00003917464,0.00014270276,0.99667835,0.000015603342,0.00000769085,0.0010344962],"study_design_scores_gemma":[0.0000031286474,0.00026202155,0.026587997,0.0000071710997,0.00001812921,0.00007114198,0.00008727477,0.0009833641,0.971619,0.000015530326,0.00033532424,0.000009764663],"about_ca_topic_score_codex":0.0016099549,"about_ca_topic_score_gemma":0.0032770857,"teacher_disagreement_score":0.0016099549,"about_ca_system_score_codex":0.00016633734,"about_ca_system_score_gemma":0.00017262949,"threshold_uncertainty_score":0.0032012463},"labels":[],"label_agreement":null},{"id":"W3104580120","doi":"","title":"Assessment of Freestanding Vertical Face for the Backfill Using the Run of the Mine Tailings and Portland Cement","year":2020,"lang":"en","type":"article","venue":"54th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Tailings; Portland cement; Geology; Face (sociological concept); Mining engineering; Geotechnical engineering; Cement; Metallurgy; Materials science","score_opus":0.023873158451046515,"score_gpt":0.22837199190615823,"score_spread":0.20449883345511172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3104580120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956819,0.00010842524,0.0018855315,0.000033862183,0.000008700303,0.000020716167,0.0003148905,0.000035558915,0.001910424],"genre_scores_gemma":[0.9967187,0.00008244306,0.0015393168,0.000009816668,0.0000021654148,0.000009123765,0.00021270526,0.000016275762,0.0014095645],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99929917,0.0000955822,0.00002708307,0.000078443954,0.0004487904,0.000050966093],"domain_scores_gemma":[0.9994437,0.00010624461,0.000071330614,0.00004357289,0.0003011086,0.000033961056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011659807,0.0005216838,0.00033695716,0.0009238498,0.00048614325,0.0011838609,0.0006932179,0.00065796706,0.0016367439],"category_scores_gemma":[0.0010146904,0.00016971811,0.00062383525,0.0005236025,0.00029904186,0.0009194998,0.00037953162,0.00038095657,0.00032041862],"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":[0.0052023977,0.0008254012,0.3982124,0.0005626638,0.00035031306,0.001160876,0.0009175823,0.065703064,0.2930418,0.0021364752,0.0019229827,0.22996408],"study_design_scores_gemma":[0.000109835084,0.007993714,0.58995044,0.00015831478,0.0005860416,0.0005359041,0.0034093794,0.15818788,0.22643013,0.0013770986,0.01111389,0.00014740652],"about_ca_topic_score_codex":0.01650696,"about_ca_topic_score_gemma":0.05809413,"teacher_disagreement_score":0.01650696,"about_ca_system_score_codex":0.00094592455,"about_ca_system_score_gemma":0.0008752062,"threshold_uncertainty_score":0.032821774},"labels":[],"label_agreement":null},{"id":"W3106094730","doi":"10.1155/2020/6611392","title":"Shear‐Dependent Yield Stress of Iron Ore Fine Tailings in Two‐Step Flocculation Process","year":2020,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","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":"University of British Columbia","funders":"University of Science and Technology Beijing; China Scholarship Council; University of British Columbia; National Natural Science Foundation of China","keywords":"Flocculation; Tailings; Materials science; Slurry; Shear stress; Shear (geology); Fractal dimension; Yield (engineering); Rheology; Metallurgy; Composite material; Chemical engineering; Fractal; Mathematics","score_opus":0.009842290293724052,"score_gpt":0.22870667288487267,"score_spread":0.21886438259114863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3106094730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975076,0.0003124576,0.0018329655,0.00002840091,0.000015497853,0.000011832928,0.0000424556,0.000025470552,0.00022348805],"genre_scores_gemma":[0.99818426,0.0002016466,0.001089798,0.000014587839,0.0000061622463,0.000011035174,0.0000560259,0.000005051519,0.00043143742],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978834,0.000016471204,0.000018202736,0.00004590951,0.00008255559,0.000048501486],"domain_scores_gemma":[0.9998323,0.000034507597,0.000043996155,0.000011541777,0.00005369204,0.000024073994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030122543,0.00033007876,0.00031508735,0.00028795944,0.00026651853,0.0002650953,0.00017855693,0.00035861044,0.0004067334],"category_scores_gemma":[0.00044546035,0.00018070234,0.00039972016,0.00029363757,0.00026162373,0.0004864696,0.00018609353,0.0005089173,0.0000888467],"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":[0.00014719053,0.000036817888,0.0013346056,0.00006676765,0.000008878299,0.00010373049,0.000092587165,0.0011167574,0.9935429,0.00010207343,0.0000572817,0.0033902607],"study_design_scores_gemma":[0.000025586072,0.00039076083,0.012951197,0.0000076208903,0.000022864406,0.00004904065,0.00008152917,0.01493637,0.97088474,0.000104560204,0.0005166062,0.000029024355],"about_ca_topic_score_codex":0.0014818537,"about_ca_topic_score_gemma":0.002006584,"teacher_disagreement_score":0.0014818537,"about_ca_system_score_codex":0.00031080333,"about_ca_system_score_gemma":0.00019025471,"threshold_uncertainty_score":0.0029464364},"labels":[],"label_agreement":null},{"id":"W3108286165","doi":"10.20381/ruor-25748","title":"Shaking Table Testing of Cyclic Behaviour of Fine-Grained Soils Undergoing Cementation: Cemented Paste Backfill","year":2020,"lang":"en","type":"dissertation","venue":"uO Research (University of Ottawa)","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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cementation (geology); Geotechnical engineering; Geology; Earthquake shaking table; Soil water; Materials science; Metallurgy; Soil science; Cement","score_opus":0.06458257100241258,"score_gpt":0.2730634308559479,"score_spread":0.20848085985353534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108286165","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935946,0.00062905106,0.0031051098,0.000054373806,0.000078473655,0.000047680907,0.00093359454,0.00014452206,0.001412435],"genre_scores_gemma":[0.9939008,0.0004588003,0.0031398344,0.000046340014,0.000014659223,0.00006198839,0.00046843084,0.000034509332,0.0018745839],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995066,0.00003675401,0.000039378458,0.00009364579,0.00024763728,0.000076054894],"domain_scores_gemma":[0.99917454,0.00018492537,0.00012541158,0.00005418586,0.00037146424,0.000089392175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034841473,0.00053408876,0.0003909302,0.0005578213,0.00031536593,0.0002410206,0.00044452422,0.0006286516,0.001934461],"category_scores_gemma":[0.0007461911,0.00026659147,0.00043356867,0.0007404813,0.00029651434,0.00041376098,0.00026062242,0.00059632084,0.0003859243],"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":[0.0004348309,0.00018678476,0.005701233,0.00020488192,0.000019025807,0.00028713606,0.00034881863,0.00091066834,0.98358107,0.000069547204,0.00026958896,0.007986397],"study_design_scores_gemma":[0.000024377332,0.00333497,0.046724524,0.00004426364,0.00007065341,0.00027211444,0.0008489611,0.00827169,0.9368024,0.00015413166,0.0034004692,0.00005151668],"about_ca_topic_score_codex":0.0015760147,"about_ca_topic_score_gemma":0.0037228807,"teacher_disagreement_score":0.001934461,"about_ca_system_score_codex":0.00016695895,"about_ca_system_score_gemma":0.00022922154,"threshold_uncertainty_score":0.006471455},"labels":[],"label_agreement":null},{"id":"W3110831435","doi":"10.1016/j.jrmge.2020.11.002","title":"Chemically induced changes in the geotechnical response of cementing paste backfill in shaking table test","year":2020,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"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; Deutsche Forschungsgemeinschaft","keywords":"Geotechnical engineering; Earthquake shaking table; Geology; Test (biology)","score_opus":0.015658395270247524,"score_gpt":0.1949390823666245,"score_spread":0.17928068709637696,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110831435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982255,0.0001971473,0.0008082923,0.000022147387,0.000012045058,0.000012936482,0.0002122374,0.000026881631,0.0004828769],"genre_scores_gemma":[0.99792093,0.0001623167,0.00078723213,0.00002304561,0.0000043492087,0.00002133744,0.0001986011,0.000010465457,0.000871623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995989,0.00004386315,0.00002737754,0.00006707641,0.00020614857,0.00005657636],"domain_scores_gemma":[0.9996183,0.00008534089,0.00010479495,0.000029216602,0.00011915594,0.00004326285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019467795,0.00037355622,0.00028367748,0.00024776548,0.00020370958,0.00021177609,0.00019529912,0.00042740648,0.001718419],"category_scores_gemma":[0.0004950844,0.00020351855,0.00025469225,0.00034101063,0.00034200834,0.0002483977,0.0001987233,0.0003808389,0.00020753672],"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":[0.00017020748,0.000023485482,0.0010961661,0.000031750653,0.0000057064553,0.000084494495,0.00007575916,0.00019828099,0.99704534,0.00001727078,0.00002648612,0.0012250592],"study_design_scores_gemma":[0.0000058801465,0.00086961966,0.016966395,0.000005434016,0.000016020522,0.00009643799,0.00017258938,0.0009871467,0.98030794,0.000029391482,0.0005302986,0.000012910078],"about_ca_topic_score_codex":0.0012563175,"about_ca_topic_score_gemma":0.002598434,"teacher_disagreement_score":0.001718419,"about_ca_system_score_codex":0.00019066605,"about_ca_system_score_gemma":0.00019948113,"threshold_uncertainty_score":0.005748749},"labels":[],"label_agreement":null},{"id":"W3113043290","doi":"10.1017/exp.2020.61","title":"The potential use of pumice in mine backfill","year":2020,"lang":"en","type":"article","venue":"Experimental Results","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"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":"King Abdulaziz University; McGill University","keywords":"Pozzolan; Pumice; Portland cement; Compressive strength; Fly ash; Cement; Geotechnical engineering; Materials science; Calcination; Waste management; Environmental science; Metallurgy; Composite material; Geology; Engineering; Geochemistry; Chemistry","score_opus":0.02808065624713707,"score_gpt":0.22033783802218565,"score_spread":0.19225718177504858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3113043290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99634224,0.00079939124,0.0013929843,0.00003539733,0.0000061528053,0.000011610825,0.000084539264,0.000022199913,0.0013054428],"genre_scores_gemma":[0.99860007,0.00022501478,0.000681263,0.0000087132275,0.0000013080922,0.000003915135,0.00003245595,0.000002464577,0.00044468328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998185,0.000047443857,0.0000110787805,0.000026530168,0.0000587514,0.000037696114],"domain_scores_gemma":[0.9998666,0.000025820582,0.000040166604,0.000015786092,0.000036486374,0.000015103041],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029107824,0.00031582298,0.00017304248,0.00043767222,0.00023679684,0.00046284683,0.00020318331,0.00039575304,0.00077106757],"category_scores_gemma":[0.0002585314,0.00009852671,0.00021878126,0.00025001317,0.0002559742,0.0004794983,0.0002187264,0.00017997393,0.00017325283],"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":[0.0002652127,0.00007674173,0.0048671323,0.00017940055,0.00001564672,0.00035343706,0.0000458809,0.00064636295,0.9816991,0.00025433334,0.00005548006,0.011541262],"study_design_scores_gemma":[0.0000037929121,0.00040331818,0.005737755,0.000015289548,0.000017767406,0.00027697958,0.00011805313,0.0006148874,0.9901174,0.000111887035,0.0025769738,0.0000059913227],"about_ca_topic_score_codex":0.00033564278,"about_ca_topic_score_gemma":0.0011230048,"teacher_disagreement_score":0.00077106757,"about_ca_system_score_codex":0.00019028463,"about_ca_system_score_gemma":0.00020503446,"threshold_uncertainty_score":0.0025795102},"labels":[],"label_agreement":null},{"id":"W3115415018","doi":"10.1155/2020/6666548","title":"Analytical Assessment of Internal Stress in Cemented Paste Backfill","year":2020,"lang":"en","type":"article","venue":"Advances in Materials Science and Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Education Department of Shaanxi Province; Natural Sciences and Engineering Research Council of Canada; Natural Science Foundation of Shaanxi Province; China Postdoctoral Science Foundation","keywords":"Materials science; Stress (linguistics); Internal stress; Sensitivity (control systems); Stress field; Geotechnical engineering; Composite material; Structural engineering; Finite element method; Geology; Engineering","score_opus":0.0108935144591047,"score_gpt":0.24548583173732333,"score_spread":0.23459231727821864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3115415018","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7759989,0.00071978965,0.21742834,0.000107003194,0.000019744224,0.000040967596,0.00025713615,0.000364689,0.005063454],"genre_scores_gemma":[0.99610645,0.000114725386,0.0031034597,0.0000044592894,0.0000025253346,0.00001197296,0.00004031717,0.000009667985,0.00060640095],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982494,0.000024344703,0.0000075689813,0.000028239945,0.000091496375,0.000023310968],"domain_scores_gemma":[0.9998448,0.0000648479,0.000027314087,0.000016781085,0.00003736203,0.00000900918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035748215,0.00043512112,0.0003368939,0.00046631703,0.0001304547,0.0004237389,0.0005193628,0.0005884826,0.00053160614],"category_scores_gemma":[0.00048928405,0.00022574003,0.0003701824,0.00031879666,0.00044859006,0.0005305138,0.00025092994,0.00023667791,0.00010752035],"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":[0.00007951666,0.000061288636,0.002939733,0.00008742247,0.000014620675,0.00024646285,0.00011778326,0.84758157,0.13023901,0.002863997,0.00020422749,0.0155644],"study_design_scores_gemma":[0.0000042995202,0.00004832733,0.0013132666,0.000005765544,0.000004056772,0.000034861823,0.000028079556,0.9836885,0.014048733,0.0005262295,0.00028577138,0.000012234325],"about_ca_topic_score_codex":0.0023323603,"about_ca_topic_score_gemma":0.0019159673,"teacher_disagreement_score":0.0023323603,"about_ca_system_score_codex":0.00063178514,"about_ca_system_score_gemma":0.00042237097,"threshold_uncertainty_score":0.004637599},"labels":[],"label_agreement":null},{"id":"W3120249084","doi":"10.3390/min11010081","title":"Effect of Air Entrainment on Cemented Mine Backfill Properties: Analysis Based on Response Surface Methodology","year":2021,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Air entrainment; Portland cement; Cement; Geotechnical engineering; Entrainment (biomusicology); Compressive strength; Environmental science; Materials science; Geology; Composite material","score_opus":0.03466564346458951,"score_gpt":0.26124186396700894,"score_spread":0.22657622050241943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3120249084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9862726,0.0002698486,0.013024117,0.000013425224,0.0000051112975,0.00004061028,0.00010498053,0.000054731856,0.00021464734],"genre_scores_gemma":[0.99266785,0.00026354814,0.0067620175,0.000007632762,0.0000018421675,0.000038965434,0.00007652452,0.000008307534,0.00017321201],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995448,0.00013307645,0.00003889268,0.000049650458,0.00019754645,0.000036100813],"domain_scores_gemma":[0.99941087,0.00032960414,0.00011196017,0.000040429317,0.0000936588,0.000013511371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096329587,0.0005169676,0.000552757,0.0004172927,0.00013419667,0.000280161,0.00026698803,0.00038142988,0.00052450184],"category_scores_gemma":[0.00083017995,0.0001864482,0.0008196364,0.00037788748,0.0003013156,0.00026885298,0.00018375777,0.00033155287,0.00010395588],"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":[0.0003105653,0.0001430245,0.0028610043,0.00018818672,0.000034166496,0.000044044584,0.000064375876,0.0068962793,0.98038393,0.00004912708,0.0000135488235,0.009011848],"study_design_scores_gemma":[0.000008637296,0.0014038648,0.009322384,0.000003903864,0.00003025496,0.00003689559,0.00006634269,0.022913722,0.96596944,0.000030752046,0.00019630368,0.000017410252],"about_ca_topic_score_codex":0.0007742834,"about_ca_topic_score_gemma":0.0012426606,"teacher_disagreement_score":0.00096329587,"about_ca_system_score_codex":0.0001874661,"about_ca_system_score_gemma":0.00017081203,"threshold_uncertainty_score":0.0050944686},"labels":[],"label_agreement":null},{"id":"W3126265405","doi":"10.4236/ojbm.2021.91017","title":"Management Plan for Tailing Slurry at Gold Processing Plant: Case Study Pakay Gold Company Limited","year":2021,"lang":"en","type":"article","venue":"Open Journal of Business and Management","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":"Barrick Gold (Canada)","funders":"","keywords":"Slurry; Legislature; Product (mathematics); Plan (archaeology); Business; Production (economics); Operations management; Environmental science; Engineering; Economics; Environmental engineering","score_opus":0.03837553377071727,"score_gpt":0.24284785659384125,"score_spread":0.204472322823124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126265405","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94123656,0.00042084398,0.0072640297,0.0030294687,0.00003449997,0.00054278667,0.00013203011,0.00007915203,0.047260705],"genre_scores_gemma":[0.9686723,0.0005707347,0.0062221778,0.0002780401,0.000017217082,0.00010577373,0.00009721499,0.000014231368,0.024022333],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9988642,0.00036826648,0.000060829,0.000101882804,0.00029343492,0.00031139943],"domain_scores_gemma":[0.9990109,0.00039012678,0.00020158797,0.0000689411,0.00014309511,0.00018518556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010360196,0.00028157275,0.00012569754,0.00067575235,0.0028227284,0.0016980505,0.0011160685,0.0024449457,0.005581709],"category_scores_gemma":[0.0013928509,0.00022279289,0.00022378392,0.0006327942,0.00085029873,0.0013180452,0.0010571798,0.0010199206,0.00065214245],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008309652,0.004781382,0.14621216,0.001399678,0.00006112331,0.31893703,0.054213338,0.053250313,0.033300925,0.0929263,0.03498153,0.2591052],"study_design_scores_gemma":[0.00021933563,0.005445783,0.1159336,0.0010903459,0.000114025446,0.05546141,0.3422558,0.07532716,0.041158784,0.0158775,0.34681842,0.00029778396],"about_ca_topic_score_codex":0.012318509,"about_ca_topic_score_gemma":0.022711813,"teacher_disagreement_score":0.012318509,"about_ca_system_score_codex":0.0024993487,"about_ca_system_score_gemma":0.0022510632,"threshold_uncertainty_score":0.024493635},"labels":[],"label_agreement":null},{"id":"W3128300700","doi":"10.1080/19236026.2020.1734406","title":"Tailings dam closure scenarios, risk communication, monitoring, and surveillance in Alberta","year":2020,"lang":"en","type":"article","venue":"CIM Journal","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":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Closure (psychology); Tailings dam; Leverage (statistics); Environmental planning; Engineering; Environmental resource management; Environmental science; Political science; Computer science","score_opus":0.012193495814301795,"score_gpt":0.204903406837227,"score_spread":0.1927099110229252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3128300700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9879601,0.00015306287,0.00072757545,0.001815431,0.000012480119,0.00003709962,0.00002466343,0.000013901165,0.009255768],"genre_scores_gemma":[0.9975011,0.00017179211,0.0004804904,0.00011937623,0.000002410937,0.0000113073,0.000011565415,0.0000022707222,0.0016997546],"study_design_codex":"qualitative","study_design_gemma":"observational","domain_scores_codex":[0.9971987,0.0011617827,0.00007788634,0.00017889128,0.0007089894,0.0006737557],"domain_scores_gemma":[0.99211085,0.0049909847,0.0006750886,0.00012370305,0.000970233,0.0011290205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0040346924,0.00020240348,0.00015275757,0.00067520485,0.006551612,0.0023939882,0.0013583732,0.0013170098,0.0017986352],"category_scores_gemma":[0.007850851,0.00024860882,0.00009880672,0.0009291322,0.004727517,0.0011820338,0.002268701,0.001251076,0.0000662391],"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":[0.000073926996,0.00013789219,0.040453747,0.000115107476,0.00000764289,0.0031931866,0.9157403,0.0020269311,0.002427911,0.0054750247,0.0021609087,0.028187402],"study_design_scores_gemma":[0.0000031669952,0.000076125696,0.016566822,0.00009207908,0.0000041994617,0.0001669698,0.9670341,0.001071905,0.00034448528,0.00066328334,0.013951782,0.000025042378],"about_ca_topic_score_codex":0.69871455,"about_ca_topic_score_gemma":0.8589581,"teacher_disagreement_score":0.30128545,"about_ca_system_score_codex":0.024231946,"about_ca_system_score_gemma":0.026451306,"threshold_uncertainty_score":0.6061195},"labels":[],"label_agreement":null},{"id":"W3133540624","doi":"10.1139/cgj-2020-0329","title":"A risk assessment tool for tailings storage facilities","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Agnico Eagle (Canada); Contango Strategies (Canada)","funders":"","keywords":"Risk assessment; Risk management; Tailings; Risk analysis (engineering); Work (physics); Engineering; Reliability engineering; Forensic engineering; Computer science; Business","score_opus":0.011831142521658001,"score_gpt":0.21278618937755767,"score_spread":0.20095504685589965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133540624","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021818018,0.00031771485,0.93716824,0.00044485307,0.00007029387,0.00080056605,0.003555088,0.025565237,0.010259947],"genre_scores_gemma":[0.17570412,0.00048587413,0.81258655,0.00016955729,0.000058378555,0.0009831851,0.0035930127,0.00082738337,0.0055919713],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9978071,0.00033630058,0.00034035207,0.00019295843,0.0012457032,0.000077661716],"domain_scores_gemma":[0.9909478,0.005507662,0.00088047236,0.00049799116,0.0020194915,0.00014664528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035966379,0.0020647047,0.0008668284,0.0066797775,0.0006565793,0.0024304816,0.0018675411,0.0015939751,0.010416672],"category_scores_gemma":[0.015270792,0.0006593186,0.0015515353,0.001902483,0.00038675868,0.002970253,0.0023661521,0.0011876192,0.0021367203],"study_design_candidate":"theoretical_or_conceptual","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":[0.00038938853,0.0006184601,0.013315519,0.0013254982,0.00029193325,0.001703724,0.0018168672,0.24637817,0.018055724,0.041224908,0.038709782,0.6361701],"study_design_scores_gemma":[0.00014249526,0.00041021657,0.0070615797,0.00066410354,0.00020933249,0.0021660044,0.0005179566,0.8344288,0.01261461,0.042377803,0.09911184,0.0002952275],"about_ca_topic_score_codex":0.0031392241,"about_ca_topic_score_gemma":0.0024651682,"teacher_disagreement_score":0.010416672,"about_ca_system_score_codex":0.00089431653,"about_ca_system_score_gemma":0.0014877731,"threshold_uncertainty_score":0.0348472},"labels":[],"label_agreement":null},{"id":"W3133756228","doi":"10.1520/jte20200404","title":"Experiments for Enhancing Tailings Slurry Drainage and Geotechnical Performance Using Nonsegregation Flocculation and Geotextile","year":2020,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","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":"University of Alberta","funders":"State Key Laboratory of Geomechanics and Geotechnical Engineering; National Natural Science Foundation of China","keywords":"Geotextile; Tailings; Geotechnical engineering; Drainage; Slurry; Flocculation; Geology; Levee; Environmental science; Materials science; Environmental engineering; Metallurgy","score_opus":0.0919052467652756,"score_gpt":0.2891430654296097,"score_spread":0.1972378186643341,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133756228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99901927,0.00005634895,0.0007381364,0.00000693208,0.0000039748898,0.000026522996,0.000029426648,0.000013530262,0.00010589084],"genre_scores_gemma":[0.9977564,0.000088992456,0.0017342281,0.000011317283,0.0000025537684,0.00002478737,0.000053210162,0.0000050052886,0.0003235605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996321,0.00008419311,0.000047807778,0.000061885155,0.00011262812,0.00006133503],"domain_scores_gemma":[0.9996014,0.00009482663,0.00010652101,0.00003305956,0.00011099495,0.000053260937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005605582,0.00041553914,0.00026504727,0.00025504775,0.00020180861,0.00026427337,0.0003014254,0.00033411387,0.00051161647],"category_scores_gemma":[0.0005471149,0.00010411162,0.0002561153,0.00024279609,0.00022097245,0.000296262,0.00028659057,0.00030457205,0.00009846585],"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":[0.00012542658,0.00016368601,0.0006531563,0.000046871526,0.0000052288888,0.000023657998,0.000027756398,0.0002588742,0.99709785,0.00002115514,0.000014150377,0.001562154],"study_design_scores_gemma":[0.000010192339,0.0013448251,0.002576833,0.0000030087724,0.0000144733785,0.000012966345,0.00002197214,0.00079445424,0.9950147,0.000007376905,0.0001947646,0.000004315708],"about_ca_topic_score_codex":0.001382014,"about_ca_topic_score_gemma":0.001919538,"teacher_disagreement_score":0.001382014,"about_ca_system_score_codex":0.0002268644,"about_ca_system_score_gemma":0.00027312784,"threshold_uncertainty_score":0.0029644966},"labels":[],"label_agreement":null},{"id":"W3135331407","doi":"10.1155/2021/6652176","title":"Influence of Binder Types and Temperatures on the Mechanical Properties and Microstructure of Cemented Paste Backfill","year":2021,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Science Foundation of Shandong Province; National Natural Science Foundation of China","keywords":"Curing (chemistry); Compressive strength; Materials science; Microstructure; Slump; Composite material; Scanning electron microscope; Cement; Hydration reaction; Portland cement","score_opus":0.006673892508166686,"score_gpt":0.18022585961239604,"score_spread":0.17355196710422935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135331407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99862444,0.0004255233,0.0004941649,0.0000069695757,0.0000066912457,0.000009532698,0.000109450986,0.000018891325,0.0003043874],"genre_scores_gemma":[0.99854064,0.00020041717,0.00077914953,0.000012437073,0.0000028169304,0.000013215592,0.00008097802,0.000018888948,0.0003513825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951494,0.0000613723,0.00005262579,0.0000864152,0.00021199195,0.00007268844],"domain_scores_gemma":[0.99953115,0.00009615182,0.00016151277,0.000037450965,0.000111799614,0.000061955725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004752695,0.00040848565,0.00045008233,0.0004070988,0.00019619911,0.00041007713,0.00026169556,0.0003157396,0.0009074723],"category_scores_gemma":[0.00088431645,0.0003201954,0.00028097822,0.00040416332,0.00031550307,0.00043952104,0.00021343652,0.00032915457,0.00019038445],"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":[0.00024724982,0.000020275886,0.0012015735,0.000074182804,0.000009390297,0.00006454999,0.000039416904,0.00028201134,0.99634534,0.000018078053,0.000015593858,0.0016822893],"study_design_scores_gemma":[0.0000132341065,0.00052426266,0.0276647,0.000010370803,0.00003637067,0.00014078898,0.00010492955,0.00083400274,0.9699958,0.000021731885,0.0006386239,0.000015168638],"about_ca_topic_score_codex":0.0009773192,"about_ca_topic_score_gemma":0.0027562014,"teacher_disagreement_score":0.0009773192,"about_ca_system_score_codex":0.00027561342,"about_ca_system_score_gemma":0.00019109958,"threshold_uncertainty_score":0.0030358434},"labels":[],"label_agreement":null},{"id":"W3143656822","doi":"","title":"Preliminary Discussion on Comprehensive Utilization of Tailings","year":2013,"lang":"en","type":"article","venue":"矿物学报","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; Environmental science; China; Waste management; Beneficiation; Mining engineering; Geology; Engineering; Metallurgy; Geography","score_opus":0.025848062923973517,"score_gpt":0.2203464626443717,"score_spread":0.19449839972039817,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3143656822","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05331835,0.07419218,0.016975487,0.03379516,0.005487261,0.00041206612,0.005812804,0.0003572889,0.80964947],"genre_scores_gemma":[0.33916336,0.1121418,0.015294567,0.022155315,0.0046236394,0.0005340983,0.0067800093,0.00035622955,0.4989509],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9988695,0.00019511345,0.00008341982,0.00024691148,0.00034476636,0.0002603169],"domain_scores_gemma":[0.998454,0.0004458062,0.00008530069,0.00014006258,0.0007423361,0.00013245844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018056649,0.00053083425,0.00032488653,0.0021695585,0.001633156,0.0023045957,0.0012333462,0.0014583444,0.031974453],"category_scores_gemma":[0.0029616852,0.00019970666,0.0010052075,0.0029438692,0.00073365145,0.002524447,0.0013646433,0.0013000823,0.0056571476],"study_design_candidate":"theoretical_or_conceptual","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":[0.00044531564,0.00032661,0.014886768,0.0033416708,0.0000997513,0.001988708,0.0055638747,0.0018012819,0.019048223,0.26692915,0.23809859,0.44747007],"study_design_scores_gemma":[0.0000051058255,0.0001381394,0.010395912,0.00040958458,0.000023765782,0.00047090885,0.0012622616,0.00024122355,0.0033512905,0.007878099,0.97580045,0.000023325056],"about_ca_topic_score_codex":0.016684571,"about_ca_topic_score_gemma":0.014638892,"teacher_disagreement_score":0.031974453,"about_ca_system_score_codex":0.0023488286,"about_ca_system_score_gemma":0.0019513487,"threshold_uncertainty_score":0.106965244},"labels":[],"label_agreement":null},{"id":"W3146180979","doi":"","title":"Geotechnical behavior of uranium mill tailings from Saskatchewan,Canada","year":2016,"lang":"zh","type":"article","venue":"矿业科学技术学报：英文版","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; Settling; Settlement (finance); Geology; Environmental science; Geotechnical engineering; Mining engineering; Metallurgy; Environmental engineering; Materials science","score_opus":0.009483849874380092,"score_gpt":0.18423124669086988,"score_spread":0.1747473968164898,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3146180979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99579996,0.00006565804,0.00020102244,0.000031870408,0.0000029695764,0.000016898488,0.0004992367,0.000015159672,0.0033671348],"genre_scores_gemma":[0.988434,0.00018600136,0.00071457704,0.000062173014,0.0000010885689,0.000014643945,0.0009901806,0.0000107350115,0.009586576],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9995584,0.000015089689,0.00001844634,0.00008019185,0.00022602924,0.00010178312],"domain_scores_gemma":[0.9991491,0.000045247405,0.00005832482,0.000019869187,0.0006519514,0.00007546245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021060173,0.00039551107,0.00025624916,0.001398001,0.0019221543,0.00079729955,0.0004406136,0.00032466793,0.0024830797],"category_scores_gemma":[0.0003994912,0.00025181047,0.00021291434,0.0015881555,0.0005560038,0.00024868138,0.00038329797,0.00029451342,0.0006948966],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005400362,0.000148834,0.72763586,0.00013358532,0.00011258402,0.0009720986,0.0019598287,0.0031303628,0.21437262,0.00023524057,0.0014979967,0.049260903],"study_design_scores_gemma":[0.000010168207,0.00026069154,0.9534806,0.000033048833,0.0000344913,0.0001747468,0.0043982114,0.001476293,0.03527697,0.000055939756,0.004747833,0.00005099949],"about_ca_topic_score_codex":0.9131539,"about_ca_topic_score_gemma":0.98265046,"teacher_disagreement_score":0.08684611,"about_ca_system_score_codex":0.00754683,"about_ca_system_score_gemma":0.006323032,"threshold_uncertainty_score":0.1747151},"labels":[],"label_agreement":null},{"id":"W3150973868","doi":"","title":"Evolution of mine-pool chemistry at the Sydney Coalfield, Nova Scotia, Canada, and its implications for mine decommissioning","year":2006,"lang":"en","type":"article","venue":"中国地球化学学报：英文版","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Nova scotia; Nuclear decommissioning; Mining engineering; Copper mine; Geology; Waste management; Engineering; Chemistry; Oceanography","score_opus":0.009970036398569509,"score_gpt":0.20212605464594968,"score_spread":0.19215601824738018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3150973868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99300367,0.00015636566,0.00013455134,0.00021563093,0.0000074059926,0.000019434898,0.00034476642,0.0000096452795,0.0061084763],"genre_scores_gemma":[0.9960914,0.000100163044,0.00016951453,0.000034776465,0.000001658197,0.000003980772,0.00011445603,0.0000049787127,0.003479085],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99971026,0.000024807881,0.0000081339385,0.00005153767,0.000099208344,0.00010614623],"domain_scores_gemma":[0.99923134,0.00005675384,0.000088033536,0.000014310465,0.0004680429,0.000141546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031387038,0.00016095738,0.00023394814,0.00097560603,0.0026136131,0.0013243115,0.0006929966,0.00045823536,0.001794915],"category_scores_gemma":[0.0006372122,0.00023761374,0.0001824541,0.0010892058,0.0009862577,0.00039287962,0.0006197539,0.0003542705,0.00018813131],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055051444,0.00012386676,0.93250924,0.00009916061,0.00008256201,0.0010217386,0.0037630736,0.0047816867,0.030461974,0.0015461675,0.0021548895,0.022905072],"study_design_scores_gemma":[0.000004620963,0.000025049683,0.9938677,0.000008970247,0.000005465536,0.000042310083,0.0017136065,0.0011576291,0.0009457903,0.00004909951,0.0021679667,0.000011952364],"about_ca_topic_score_codex":0.9622505,"about_ca_topic_score_gemma":0.9882423,"teacher_disagreement_score":0.03774953,"about_ca_system_score_codex":0.01671097,"about_ca_system_score_gemma":0.012083633,"threshold_uncertainty_score":0.12124711},"labels":[],"label_agreement":null},{"id":"W3151035720","doi":"10.1007/978-3-319-39682-8","title":"Paste Tailings Management","year":2017,"lang":"en","type":"book","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":120,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tailings; Mining engineering; Geology; Environmental science; Waste management; Metallurgy; Engineering; Materials science","score_opus":0.013054262486822933,"score_gpt":0.1876012324318154,"score_spread":0.17454696994499247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3151035720","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0015677981,0.0024895018,0.058786705,0.0020325582,0.0023975063,0.00015460476,0.0011586813,0.010077483,0.9213351],"genre_scores_gemma":[0.0051420038,0.0012431941,0.011300762,0.0008994442,0.0004818023,0.000055170167,0.001590652,0.0023206044,0.9769663],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.999243,0.00005367734,0.00003394232,0.00011228329,0.0005040983,0.000053037005],"domain_scores_gemma":[0.9990094,0.0002310546,0.00004629354,0.00031583017,0.00032607454,0.00007126332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004516558,0.0012125693,0.0006360533,0.0022538463,0.0010994268,0.0042027826,0.0013991173,0.00147518,0.21102482],"category_scores_gemma":[0.0027982832,0.00054937287,0.000642892,0.0025299583,0.00070920493,0.006351196,0.0025078766,0.0021272474,0.13843243],"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":[0.000025485817,0.00006326543,0.00012405754,0.00012062834,0.0000040206833,0.00009236388,0.0001518927,0.00034362765,0.0017278774,0.026352677,0.49027202,0.48072213],"study_design_scores_gemma":[0.0000034638733,0.000011788277,0.00015766225,0.000078232755,0.00000427381,0.00016079408,0.000060675848,0.0005712368,0.0010687859,0.013579546,0.98429364,0.000009863001],"about_ca_topic_score_codex":0.0019322222,"about_ca_topic_score_gemma":0.0035914502,"teacher_disagreement_score":0.21102482,"about_ca_system_score_codex":0.0007813073,"about_ca_system_score_gemma":0.0009965835,"threshold_uncertainty_score":0.70594835},"labels":[],"label_agreement":null},{"id":"W3153141323","doi":"10.1016/j.jnnfm.2021.104548","title":"A constitutive model for thixotropic cemented tailings backfill pastes","year":2021,"lang":"en","type":"article","venue":"Journal of Non-Newtonian Fluid Mechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Thixotropy; Tailings; Geotechnical engineering; Constitutive equation; Geology; Materials science; Engineering; Metallurgy; Structural engineering; Finite element method","score_opus":0.017507653610216268,"score_gpt":0.21839861464292648,"score_spread":0.2008909610327102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3153141323","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22728378,0.0030977551,0.69127035,0.0012986563,0.0003386336,0.0002746141,0.0007441408,0.00049837714,0.0751937],"genre_scores_gemma":[0.9382331,0.0013860862,0.018942747,0.00019547553,0.00005361084,0.00019085195,0.00021673291,0.00009869159,0.04068276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998029,0.000032877742,0.0000138400865,0.000038100385,0.00008540705,0.000026817632],"domain_scores_gemma":[0.9998553,0.00004406423,0.000032077805,0.000014421019,0.000044190478,0.00000988746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029911002,0.0005396974,0.0006724076,0.0006986008,0.00038741998,0.0011680747,0.0014463278,0.002371586,0.001754967],"category_scores_gemma":[0.0006909605,0.00039091826,0.0006205956,0.0005537212,0.00091229903,0.0009893092,0.0004912321,0.0007564159,0.00049872196],"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":[0.000032602635,0.00009025473,0.00056593947,0.00008192395,0.000016731949,0.00041339383,0.000117480864,0.92967653,0.028270354,0.030976685,0.0006732476,0.0090848515],"study_design_scores_gemma":[0.0000082310935,0.000016412407,0.00025013587,0.0000102591985,0.0000066367415,0.00007436914,0.000025524443,0.99473095,0.001529564,0.0016893643,0.0016494915,0.000009063221],"about_ca_topic_score_codex":0.0061376006,"about_ca_topic_score_gemma":0.00491385,"teacher_disagreement_score":0.0061376006,"about_ca_system_score_codex":0.0008069571,"about_ca_system_score_gemma":0.0009781254,"threshold_uncertainty_score":0.012203753},"labels":[],"label_agreement":null},{"id":"W3154968738","doi":"10.3390/mining1010006","title":"Required Plug Strength for Continuously Poured Cemented Paste Backfill in Longhole Stopes","year":2021,"lang":"en","type":"article","venue":"Mining","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"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 Toronto","keywords":"Spark plug; Geotechnical engineering; Engineering; Stress (linguistics); Structural engineering; Mechanical engineering","score_opus":0.019152396376581667,"score_gpt":0.21568117000189058,"score_spread":0.1965287736253089,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3154968738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97337,0.00018629771,0.024322981,0.000057066143,0.000009831642,0.00008725729,0.00012490831,0.00018149303,0.0016601471],"genre_scores_gemma":[0.9954939,0.000048225913,0.0039831614,0.00000487129,0.0000011019562,0.000019530702,0.00003649275,0.000013325821,0.0003994469],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908924,0.00011921105,0.00006348489,0.000094378476,0.000516734,0.00011687933],"domain_scores_gemma":[0.99881387,0.0004236277,0.0002710571,0.00010646785,0.0003204123,0.00006461594],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015049629,0.00045276363,0.00047996792,0.00074976357,0.00032262685,0.0011474311,0.00094262365,0.0009789201,0.00096823234],"category_scores_gemma":[0.0023554068,0.00030073847,0.0004391835,0.00042160327,0.00075264747,0.00070356263,0.0005866248,0.0003988679,0.00028401817],"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":[0.0009213708,0.0003297415,0.013078853,0.00065691635,0.000032512784,0.00096340803,0.00040153772,0.099027544,0.8374303,0.0017037619,0.000366125,0.04508792],"study_design_scores_gemma":[0.00014455424,0.004268049,0.024900805,0.00006982445,0.000083519604,0.0005692667,0.0008015772,0.14424072,0.82015586,0.0012251734,0.0034661535,0.000074518655],"about_ca_topic_score_codex":0.0012795139,"about_ca_topic_score_gemma":0.0037562647,"teacher_disagreement_score":0.0015049629,"about_ca_system_score_codex":0.00084275234,"about_ca_system_score_gemma":0.0006894673,"threshold_uncertainty_score":0.007959068},"labels":[],"label_agreement":null},{"id":"W3156450351","doi":"10.24908/iqurcp.10083","title":"10. Mature Fine Tailings Management in Oil Sands Mining","year":2018,"lang":"en","type":"article","venue":"Inquiry Queen s Undergraduate Research Conference Proceedings","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":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings; Oil sands; Consolidation (business); Environmental science; Directive; Waste management; Petroleum engineering; Mining engineering; Business; Engineering; Computer science; Chemistry; Materials science","score_opus":0.06916830237097871,"score_gpt":0.3149101536446789,"score_spread":0.24574185127370018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3156450351","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28425857,0.39792258,0.0393939,0.008998537,0.0015465363,0.0008405218,0.0007765119,0.00036862164,0.26589426],"genre_scores_gemma":[0.696014,0.21204458,0.026561344,0.0017095312,0.0003250684,0.00010426417,0.0005254748,0.00003993419,0.0626757],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994863,0.000069057896,0.000039308772,0.000049780683,0.0002869397,0.000068630354],"domain_scores_gemma":[0.9996997,0.00005004142,0.000067942514,0.000008700359,0.00014479648,0.000028803484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005717016,0.00023411708,0.00015598994,0.00075571233,0.0004388838,0.0011421388,0.00053575094,0.0010728028,0.0020706288],"category_scores_gemma":[0.0004009989,0.00010945784,0.00023015185,0.0006846879,0.00040662137,0.00059119763,0.00037906138,0.00035042656,0.0008799722],"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":[0.00023879431,0.00025438974,0.011459651,0.007926167,0.00004952439,0.0020416563,0.0009377598,0.0057800743,0.0931976,0.014353775,0.015592875,0.8481677],"study_design_scores_gemma":[0.000019111421,0.0008523068,0.03227919,0.0030612634,0.00011382491,0.0020692912,0.0030229536,0.0022307143,0.06872354,0.0033573916,0.88421005,0.0000603157],"about_ca_topic_score_codex":0.014321319,"about_ca_topic_score_gemma":0.0464496,"teacher_disagreement_score":0.014321319,"about_ca_system_score_codex":0.0014452704,"about_ca_system_score_gemma":0.0021574455,"threshold_uncertainty_score":0.02847594},"labels":[],"label_agreement":null},{"id":"W3157908998","doi":"10.1520/gtj20200206","title":"Tensile Strength of Cemented Paste Backfill","year":2021,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"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; Barrick Gold Corporation","keywords":"Ultimate tensile strength; Geotechnical engineering; Cement; Materials science; Compressive strength; Tensile testing; Isotropy; Compression (physics); Composite material; Tension (geology); Geology","score_opus":0.030871755723213375,"score_gpt":0.21593644056648267,"score_spread":0.1850646848432693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157908998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950478,0.0003291114,0.0025978617,0.000013607401,0.000012044917,0.0000126929435,0.00028457592,0.00007128939,0.0016309911],"genre_scores_gemma":[0.9981882,0.00006355885,0.00065192225,0.0000084553485,0.0000017104584,0.0000066488924,0.00014653646,0.000009573758,0.0009234063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993167,0.000051518466,0.00003774142,0.00008608964,0.00045843393,0.00004951053],"domain_scores_gemma":[0.99899596,0.0001726523,0.00020617087,0.00009441286,0.00042741027,0.000103462095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061950355,0.000338132,0.0002940704,0.0005770914,0.00019667558,0.00021918087,0.0003335518,0.00033380758,0.0024987285],"category_scores_gemma":[0.0009399331,0.00018481434,0.00014844333,0.000374292,0.00043531362,0.00027585396,0.0002724046,0.00026004235,0.00044047125],"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":[0.00012834152,0.000015175918,0.0021368803,0.000042834254,0.000006188067,0.000094978845,0.000055890378,0.00056255935,0.9918544,0.00007333757,0.000047950678,0.0049814694],"study_design_scores_gemma":[0.00000658724,0.00047632767,0.027003879,0.000015184318,0.000013081015,0.00014003286,0.0001436716,0.0018602249,0.9693331,0.000041335727,0.00095264585,0.0000138835885],"about_ca_topic_score_codex":0.00083148986,"about_ca_topic_score_gemma":0.001772573,"teacher_disagreement_score":0.0024987285,"about_ca_system_score_codex":0.00026184734,"about_ca_system_score_gemma":0.0002277341,"threshold_uncertainty_score":0.008359015},"labels":[],"label_agreement":null},{"id":"W3158206316","doi":"10.1007/s12517-021-07175-3","title":"Study on strength influencing factors and strength model of cemented backfill with mixed aggregate","year":2021,"lang":"en","type":"article","venue":"Arabian Journal of Geosciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Gradation; Aggregate (composite); Geotechnical engineering; Cement; Compressive strength; Materials science; Particle-size distribution; Composite material; Particle size; Geology; Computer science","score_opus":0.025741936326604733,"score_gpt":0.21698640117540544,"score_spread":0.1912444648488007,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158206316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974389,0.000079888974,0.0016962789,0.000011767521,0.0000036002173,0.0000067584983,0.00006969329,0.000017746124,0.0006753686],"genre_scores_gemma":[0.9993376,0.00003535501,0.0002442897,0.0000019489498,0.0000011832492,0.000002590999,0.00004655175,0.0000037214363,0.0003267851],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996538,0.000042350366,0.00001917028,0.00007382901,0.00016272608,0.000048015252],"domain_scores_gemma":[0.9995061,0.00016962101,0.000090915404,0.000034212513,0.00017301367,0.000026140146],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048332586,0.00046285102,0.00034591378,0.000855114,0.00028401386,0.00045070358,0.0005751621,0.00039453348,0.0015627496],"category_scores_gemma":[0.0007712436,0.0002388123,0.00086874014,0.000697936,0.00024246621,0.00057583133,0.00019513624,0.00024581768,0.00019448296],"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":[0.0019111091,0.0009925948,0.22939818,0.0004239176,0.00036853156,0.0013121845,0.00048788337,0.1759223,0.54565865,0.002236655,0.0007419155,0.040546082],"study_design_scores_gemma":[0.000046673926,0.0016903918,0.24209124,0.000023059876,0.000507938,0.0008227053,0.0009170153,0.4072192,0.34363076,0.0009080856,0.0020519956,0.00009100896],"about_ca_topic_score_codex":0.0037856714,"about_ca_topic_score_gemma":0.003970472,"teacher_disagreement_score":0.0037856714,"about_ca_system_score_codex":0.0003611336,"about_ca_system_score_gemma":0.00039996102,"threshold_uncertainty_score":0.007527292},"labels":[],"label_agreement":null},{"id":"W3159542181","doi":"","title":"Geomechanical behaviour of waste rock barricades and cemented paste backfills : experiments and modelling","year":2020,"lang":"en","type":"preprint","venue":"theses.fr (ABES)","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":true,"ca_institutions":"","funders":"Fonds de recherche du Québec – Nature et technologies; Université de Lorraine","keywords":"Humanities; Art","score_opus":0.046830424576863164,"score_gpt":0.23482131832314088,"score_spread":0.1879908937462777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3159542181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954276,0.0001619907,0.0020058008,0.000050811017,0.0000115121,0.000048992144,0.0006308396,0.00008707746,0.0015754118],"genre_scores_gemma":[0.9973526,0.0001393488,0.0010026012,0.000005963178,0.0000014876714,0.000045907862,0.00017930527,0.000010157376,0.0012624975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978906,0.000018225748,0.000017350329,0.000049244263,0.000070900576,0.000055142387],"domain_scores_gemma":[0.99969804,0.00014622808,0.00004005083,0.00003420486,0.000051377847,0.000030119374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041580817,0.0006142854,0.00093339913,0.00062033685,0.00053048396,0.0010723926,0.0008509873,0.0017748001,0.002567051],"category_scores_gemma":[0.0004735599,0.0004584678,0.0007335749,0.0007465538,0.00078242895,0.00051438436,0.00035932774,0.0005156288,0.00039198663],"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":[0.0008277896,0.00037296652,0.010298619,0.00027033855,0.000033945376,0.0006239393,0.0002829271,0.851413,0.12693545,0.0006545036,0.00029405233,0.007992378],"study_design_scores_gemma":[0.00012487244,0.0009549946,0.014687943,0.000032096883,0.000054934997,0.0000955439,0.00051431695,0.91429776,0.06759058,0.0003378164,0.0012379362,0.000071235314],"about_ca_topic_score_codex":0.021359492,"about_ca_topic_score_gemma":0.019908883,"teacher_disagreement_score":0.021359492,"about_ca_system_score_codex":0.0009230918,"about_ca_system_score_gemma":0.0009609959,"threshold_uncertainty_score":0.042470336},"labels":[],"label_agreement":null},{"id":"W3162954349","doi":"10.1201/9781003205906-2","title":"Paste fill stiffness investigation","year":2021,"lang":"ca","type":"book-chapter","venue":"","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":"Cooke Aquaculture (Canada)","funders":"","keywords":"Materials science; Composite material; Computer science; Structural engineering; Engineering","score_opus":0.026138244331464916,"score_gpt":0.19091262677908097,"score_spread":0.16477438244761605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162954349","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64539886,0.0058120163,0.07664497,0.0004591912,0.00031446305,0.00036385446,0.0029329048,0.0018930731,0.26618063],"genre_scores_gemma":[0.7483321,0.002811254,0.031743042,0.00020165845,0.000047659953,0.00013599827,0.002061011,0.00035056277,0.21431673],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996191,0.000015935271,0.000012014632,0.000041782492,0.0002917613,0.000019431034],"domain_scores_gemma":[0.9994325,0.00021237165,0.000043340446,0.000051359402,0.00023154785,0.000028849687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035081414,0.0004205676,0.00030361878,0.001598827,0.00045243205,0.00068385946,0.0007206244,0.0005947559,0.013958999],"category_scores_gemma":[0.0006874403,0.0002484401,0.0002458575,0.001590305,0.00035139822,0.0008643043,0.00045357144,0.00051475613,0.0028125448],"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":[0.00021997797,0.00010638748,0.002361127,0.0012124189,0.000012334415,0.00086474186,0.00058435806,0.0031750079,0.8131398,0.0030020906,0.004869611,0.1704522],"study_design_scores_gemma":[0.000018333965,0.0007903643,0.024022695,0.00017128154,0.000048950427,0.0035328104,0.0008732569,0.010214091,0.86243486,0.0011270685,0.09669463,0.00007166813],"about_ca_topic_score_codex":0.001307241,"about_ca_topic_score_gemma":0.006475998,"teacher_disagreement_score":0.013958999,"about_ca_system_score_codex":0.00043322533,"about_ca_system_score_gemma":0.0005133195,"threshold_uncertainty_score":0.046697497},"labels":[],"label_agreement":null},{"id":"W3163942455","doi":"10.48336/bk1w-y608","title":"Investigation of cemented tailings backfill and wellbore stability for narrow vein mining by drilling","year":2022,"lang":"en","type":"dissertation","venue":"Memorial University Research Repository (Memorial University)","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":"Memorial University of Newfoundland","funders":"","keywords":"Portland cement; Curing (chemistry); Compressive strength; Materials science; Fly ash; Tailings; Cement; Composite material; Geotechnical engineering; Metallurgy; Geology","score_opus":0.028853252415371004,"score_gpt":0.22778903006339896,"score_spread":0.19893577764802794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3163942455","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99808574,0.0003852558,0.0011954044,0.0000080114605,0.0000033654528,0.000006748694,0.00003942785,0.000012395359,0.00026377128],"genre_scores_gemma":[0.99812084,0.00019758925,0.0011671588,0.0000043112086,0.0000014685406,0.0000036584845,0.00004267816,0.000006670266,0.00045559244],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998022,0.000020895062,0.000015963864,0.000033558354,0.000108232285,0.000019245377],"domain_scores_gemma":[0.9997532,0.000048705486,0.000089772366,0.000015945008,0.000074682415,0.000017685708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002746023,0.00020194278,0.0002184817,0.00044795655,0.00019645951,0.00026449544,0.00014796694,0.00024586503,0.00064557046],"category_scores_gemma":[0.00035089927,0.00014867196,0.00023188908,0.0002394895,0.0001937526,0.0003537651,0.00015207188,0.00018522257,0.00009513989],"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":[0.00019097133,0.00003752389,0.01388858,0.00013365748,0.000011061953,0.00015008681,0.00017267013,0.0005035611,0.9733291,0.00006147438,0.000030089239,0.011491237],"study_design_scores_gemma":[0.000005509985,0.0009803332,0.08419667,0.00001970157,0.00006178413,0.00038654395,0.00066707487,0.003465161,0.90848774,0.00007395777,0.0016351062,0.000020453363],"about_ca_topic_score_codex":0.0007447344,"about_ca_topic_score_gemma":0.0026284882,"teacher_disagreement_score":0.0007447344,"about_ca_system_score_codex":0.00012562708,"about_ca_system_score_gemma":0.00016224974,"threshold_uncertainty_score":0.002159655},"labels":[],"label_agreement":null},{"id":"W3165325171","doi":"10.1007/s40808-021-01182-9","title":"Suitability of mine waste rocks as earth tailing storage embankment materials: environmental risk assessments","year":2021,"lang":"en","type":"article","venue":"Modeling Earth Systems and Environment","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":"Levee; Geotechnical engineering; Atterberg limits; Compaction; Consolidation (business); Environmental science; Permeability (electromagnetism); Overburden; Mining engineering; Waste management; Engineering; Water content","score_opus":0.013516330588591719,"score_gpt":0.19248486505316106,"score_spread":0.17896853446456934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165325171","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936147,0.0005596338,0.0028533146,0.00006813302,0.0000060234934,0.00006282109,0.0002723014,0.000023240817,0.002539736],"genre_scores_gemma":[0.99610317,0.00050561613,0.0023368697,0.000006652263,0.0000015587949,0.000018664245,0.0001395155,0.0000055287587,0.0008823872],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9993205,0.0001507253,0.000052149015,0.000056047167,0.0003685001,0.00005206861],"domain_scores_gemma":[0.99912673,0.00028960465,0.000251247,0.000046491266,0.00025297084,0.000032986238],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011179013,0.0005179533,0.0003776845,0.00165081,0.00039310986,0.0013841254,0.0004927294,0.0006842979,0.0012618179],"category_scores_gemma":[0.0013855901,0.00023497804,0.0003837927,0.00097360637,0.00031768926,0.0007837774,0.0006703342,0.00023717893,0.00018695611],"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":[0.0014109507,0.00038118183,0.6103466,0.0011414747,0.00020117966,0.0039936067,0.00083358353,0.16218427,0.09443491,0.0032675322,0.0009061943,0.120898485],"study_design_scores_gemma":[0.000051989435,0.0040280153,0.36391878,0.00063127815,0.00052530563,0.0028726223,0.0076152943,0.3608475,0.24191673,0.0057185222,0.011721016,0.00015297576],"about_ca_topic_score_codex":0.0021214334,"about_ca_topic_score_gemma":0.0067124455,"teacher_disagreement_score":0.0021214334,"about_ca_system_score_codex":0.0005944295,"about_ca_system_score_gemma":0.0005061984,"threshold_uncertainty_score":0.0059120655},"labels":[],"label_agreement":null},{"id":"W3168334557","doi":"10.1080/19236026.2021.1919010","title":"Cover systems and landforms for rehabilitation of mine waste storage facilities: Practical insights","year":2021,"lang":"en","type":"article","venue":"CIM Journal","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":true,"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Landform; Cover (algebra); Rehabilitation; Waste management; Environmental science; Environmental planning; Mining engineering; Construction engineering; Business; Engineering; Geology; Medicine; Mechanical engineering; Geomorphology","score_opus":0.01796582041540652,"score_gpt":0.2274445363239847,"score_spread":0.2094787159085782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3168334557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4255951,0.015368925,0.15829663,0.03334817,0.00040413195,0.0008269166,0.00041772166,0.0005682209,0.36517408],"genre_scores_gemma":[0.82178974,0.015400697,0.12327112,0.0010178563,0.00017576962,0.00015802807,0.00012316373,0.00006417688,0.037999395],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99964166,0.00014953864,0.000019007228,0.000016472683,0.00012126489,0.00005199839],"domain_scores_gemma":[0.9995999,0.00020007166,0.000029622088,0.000030401116,0.00010733061,0.000032630756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008636634,0.0007109698,0.00022252603,0.00090133597,0.0011960793,0.0022069446,0.00080981915,0.0015177095,0.005252863],"category_scores_gemma":[0.0012369803,0.00025406457,0.00020925248,0.00081148464,0.0013633079,0.0014306512,0.0010672036,0.00068413257,0.00052883185],"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":[0.00013953516,0.00072123075,0.026748432,0.0018235954,0.000021943119,0.0065391837,0.008038529,0.10766717,0.023884624,0.20566596,0.020475835,0.59827393],"study_design_scores_gemma":[0.00006376396,0.0012580494,0.03743568,0.0016713537,0.00007588691,0.007045546,0.07965402,0.09544706,0.021342132,0.17610049,0.5796957,0.00021027273],"about_ca_topic_score_codex":0.01298551,"about_ca_topic_score_gemma":0.068312414,"teacher_disagreement_score":0.01298551,"about_ca_system_score_codex":0.0030163843,"about_ca_system_score_gemma":0.003305423,"threshold_uncertainty_score":0.025819838},"labels":[],"label_agreement":null},{"id":"W3171786362","doi":"10.1016/j.conbuildmat.2021.123657","title":"Non-isothermal evolution of mechanical properties, pore structure and self-desiccation of cemented paste backfill","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"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","keywords":"Materials science; Isothermal process; Curing (chemistry); Desiccation; Composite material; Compressive strength; Portland cement; Calcium silicate hydrate; Cement; Microstructure; Shrinkage","score_opus":0.007283110400329641,"score_gpt":0.17862280589799318,"score_spread":0.17133969549766354,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3171786362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917895,0.000055941135,0.00031828208,0.0000057622115,0.0000029644016,0.0000016347826,0.00011194273,0.000016159904,0.00030843893],"genre_scores_gemma":[0.99955565,0.000018609964,0.00006518202,0.0000021771189,8.7490275e-7,0.0000016181413,0.000063066065,0.0000051112875,0.0002878087],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998975,0.000007500488,0.0000041147755,0.000024452553,0.000041595908,0.000024781455],"domain_scores_gemma":[0.9998247,0.00005248139,0.000042816784,0.000018610732,0.000044590317,0.00001685798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014631503,0.00013314524,0.00017160835,0.00016673464,0.00015090936,0.00021712128,0.00022051971,0.0001817521,0.0018131341],"category_scores_gemma":[0.00039220366,0.000107276705,0.00017348061,0.0002033401,0.00039278436,0.00036870208,0.000121614685,0.00027063885,0.00020939458],"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":[0.0004705791,0.00004804596,0.0054935873,0.000041005063,0.000012826639,0.00015601149,0.00012837622,0.001721595,0.98801917,0.00018016747,0.00010257462,0.0036261203],"study_design_scores_gemma":[0.0000065960785,0.00026491308,0.06427962,0.000005012082,0.000015168009,0.000112613714,0.00016385183,0.014174787,0.92033786,0.00011007271,0.00051065284,0.000018884903],"about_ca_topic_score_codex":0.0015266292,"about_ca_topic_score_gemma":0.0014148093,"teacher_disagreement_score":0.0018131341,"about_ca_system_score_codex":0.00025718758,"about_ca_system_score_gemma":0.00014306016,"threshold_uncertainty_score":0.0060655475},"labels":[],"label_agreement":null},{"id":"W3174427053","doi":"10.4267/dechets-sciences-techniques.2202","title":"Stabilisation de l’arsenic dans les remblais miniers en pâte cimentée","year":2013,"lang":"en","type":"article","venue":"Environnement Ingénierie & Développement","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":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Pyrite; Arsenic; Jarosite; Pyrrhotite; Metallurgy; Arsenopyrite; Mining engineering; Environmental science; Geology; Mineralogy; Copper; Chalcopyrite; Materials science","score_opus":0.011748502172246345,"score_gpt":0.19590422481713,"score_spread":0.18415572264488364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174427053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9924739,0.0015001035,0.004269226,0.00007125901,0.000040020248,0.000041650208,0.00021491843,0.0000532944,0.0013356392],"genre_scores_gemma":[0.9800567,0.001393759,0.009135781,0.00005594828,0.000019782972,0.000056292898,0.0004825367,0.000041861385,0.008757424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945706,0.00009613956,0.000018499557,0.00013808758,0.00023442181,0.000055720433],"domain_scores_gemma":[0.9998029,0.000035971003,0.000036644768,0.000019678684,0.00007755552,0.000027268514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004735349,0.0004964875,0.00046562037,0.000648334,0.00041859096,0.0007002244,0.0002851371,0.00053511834,0.001211288],"category_scores_gemma":[0.00072227383,0.00020139609,0.0003827503,0.0003139141,0.00045192175,0.00025713953,0.0003255072,0.00057616597,0.0004442656],"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":[0.00020065584,0.000034309738,0.0010720036,0.00010688742,0.00002748698,0.00016287011,0.00013472284,0.00031995462,0.9892357,0.00011233789,0.00006879538,0.008524239],"study_design_scores_gemma":[0.000011760346,0.0006174446,0.006461088,0.000021369124,0.000038060844,0.000224881,0.00013863979,0.0010721078,0.9786976,0.000058583206,0.0126415435,0.00001685958],"about_ca_topic_score_codex":0.003621971,"about_ca_topic_score_gemma":0.006842494,"teacher_disagreement_score":0.003621971,"about_ca_system_score_codex":0.00045579227,"about_ca_system_score_gemma":0.00039767026,"threshold_uncertainty_score":0.007201791},"labels":[],"label_agreement":null},{"id":"W3174499165","doi":"10.4267/dechets-sciences-techniques.2314","title":"Revue de divers aspects liés à la stabilité géotechnique des ouvrages de retenue de résidus miniers: Partie II – Analyse et conception","year":2013,"lang":"fr","type":"article","venue":"Environnement Ingénierie & Développement","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":"Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"","keywords":"Humanities; Dike; Geography; Geology; Philosophy; Geochemistry","score_opus":0.018915989624769307,"score_gpt":0.24798481981438422,"score_spread":0.2290688301896149,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174499165","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.047613822,0.6295995,0.27221322,0.005008417,0.001702645,0.00013209139,0.00020448142,0.00030034874,0.043225355],"genre_scores_gemma":[0.21415183,0.6851577,0.05157266,0.00086385885,0.0020627072,0.00017826649,0.00024866822,0.0002925072,0.04547168],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99867344,0.00023054512,0.000097479126,0.00030634596,0.0005980547,0.0000941377],"domain_scores_gemma":[0.9984351,0.00083166815,0.0001567166,0.00012257813,0.00041417338,0.0000396897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019495162,0.0009826256,0.0011285648,0.0028340535,0.0006370498,0.004291043,0.0013456374,0.0026210134,0.003155785],"category_scores_gemma":[0.0022303222,0.0009611648,0.001193688,0.0025468608,0.003150741,0.0039608367,0.0013276847,0.0028551477,0.0012347308],"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":[0.00016847602,0.00021584485,0.0043515023,0.007310731,0.00014371239,0.00095455354,0.0035098672,0.0569235,0.059923485,0.21813962,0.005622995,0.6427358],"study_design_scores_gemma":[0.000025865309,0.0009873508,0.01321173,0.0037863124,0.00013414773,0.0024679818,0.00329803,0.05326694,0.064519264,0.10469815,0.7532367,0.00036757864],"about_ca_topic_score_codex":0.0041736183,"about_ca_topic_score_gemma":0.0022750145,"teacher_disagreement_score":0.004291043,"about_ca_system_score_codex":0.002319462,"about_ca_system_score_gemma":0.0014090464,"threshold_uncertainty_score":0.016828895},"labels":[],"label_agreement":null},{"id":"W3174947736","doi":"10.4267/dechets-sciences-techniques.2292","title":"Revue de divers aspects liés à la stabilité géotechnique des ouvrages de retenue de résidus miniers: Partie I – Mise en contexte et caractéristiques générales","year":2013,"lang":"fr","type":"article","venue":"Environnement Ingénierie & Développement","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":"Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Political science; Tailings; Dike; Humanities; Geology; Philosophy; Materials science; Geochemistry","score_opus":0.015174492067050769,"score_gpt":0.24735692694255357,"score_spread":0.2321824348755028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174947736","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024015643,0.93232703,0.017778061,0.010954806,0.0021611578,0.000049073136,0.000086421904,0.00007903701,0.012548702],"genre_scores_gemma":[0.122752525,0.8455527,0.011991817,0.0025798646,0.0022788818,0.00006948244,0.00016973505,0.00010910022,0.014495929],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99496067,0.0010124912,0.0006107154,0.0009653186,0.002191685,0.00025919586],"domain_scores_gemma":[0.9864261,0.00784929,0.0010964428,0.00041332087,0.0039492236,0.0002657071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0065106847,0.0011493837,0.001544277,0.0051719225,0.0012331558,0.007819506,0.002244798,0.0049630054,0.003375836],"category_scores_gemma":[0.008163164,0.0009072384,0.001193576,0.00469175,0.0062678945,0.008700833,0.0024505323,0.00379921,0.0015225208],"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":[0.00030562855,0.00017097231,0.00802207,0.015713869,0.00015570429,0.002136285,0.011182994,0.0054325955,0.02903699,0.0395403,0.01232964,0.875973],"study_design_scores_gemma":[0.000013742208,0.0008094445,0.015886197,0.009838363,0.00012134253,0.0049866503,0.020342667,0.0024347662,0.018961798,0.018904133,0.9073632,0.00033766485],"about_ca_topic_score_codex":0.0072745527,"about_ca_topic_score_gemma":0.0087639885,"teacher_disagreement_score":0.007819506,"about_ca_system_score_codex":0.0032834746,"about_ca_system_score_gemma":0.0035857672,"threshold_uncertainty_score":0.034432232},"labels":[],"label_agreement":null},{"id":"W3176465344","doi":"10.4267/dechets-sciences-techniques.1240","title":"Évaluation de l’application de la gestion intégrée des résidus à la mine Doyon","year":2009,"lang":"en","type":"article","venue":"Environnement Ingénierie & Développement","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":"Iamgold (Canada); Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Acid mine drainage; Environmental science; Mining engineering; Waste management; Geology; Metallurgy; Engineering; Materials science","score_opus":0.015548561715695528,"score_gpt":0.2331456220602636,"score_spread":0.21759706034456808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3176465344","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965718,0.0002683701,0.0018415903,0.000027835253,0.000004964998,0.00006834621,0.00004933707,0.00006393539,0.0011037634],"genre_scores_gemma":[0.9874535,0.0005273757,0.008865853,0.000021172102,0.0000036033903,0.000036883448,0.00012444402,0.000018219842,0.0029489093],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99956805,0.000062951956,0.00002183139,0.00008048807,0.00019799561,0.00006870728],"domain_scores_gemma":[0.99978393,0.000036900212,0.00003930563,0.000025867786,0.00007919333,0.00003488907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005432252,0.000598056,0.0004162077,0.00028465007,0.00023001252,0.0006122753,0.00041801314,0.0006261163,0.001016939],"category_scores_gemma":[0.00051945314,0.00018704063,0.00036551873,0.00018566923,0.0002682697,0.00025035476,0.0005118628,0.00024969727,0.0002748375],"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":[0.0010478682,0.0006394991,0.01286785,0.0006244514,0.00009273032,0.0005749126,0.00025812796,0.015331208,0.8850214,0.00022640536,0.0001436715,0.083171956],"study_design_scores_gemma":[0.00018160291,0.020913195,0.071083404,0.00011543229,0.00030678726,0.0008731725,0.0007408756,0.017017784,0.8735937,0.00013255434,0.014998703,0.00004279692],"about_ca_topic_score_codex":0.004523692,"about_ca_topic_score_gemma":0.007419606,"teacher_disagreement_score":0.004523692,"about_ca_system_score_codex":0.00047300413,"about_ca_system_score_gemma":0.0005151459,"threshold_uncertainty_score":0.0089946985},"labels":[],"label_agreement":null},{"id":"W3179660909","doi":"10.1016/j.enggeo.2021.106262","title":"Catastrophic mass flows resulting from tailings impoundment failures","year":2021,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Klohn Crippen Berger (Canada); University of British Columbia; University of Waterloo","funders":"University of British Columbia; University of Waterloo; Natural Sciences and Engineering Research Council of Canada; U.S. Geological Survey; Queen's University; British Burn Association; University of Western Australia; Suncor Energy Incorporated; Google","keywords":"Tailings; Environmental science; Hydrology (agriculture); Drainage; Dam failure; Elevation (ballistics); Tailings dam; Geology; Geotechnical engineering; Geography; Engineering; Flood myth","score_opus":0.0058604927510112976,"score_gpt":0.16739345754284843,"score_spread":0.16153296479183712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3179660909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91995907,0.05923843,0.004569107,0.001020148,0.00016990941,0.00010011787,0.0059725554,0.00021963098,0.0087509975],"genre_scores_gemma":[0.94361126,0.051387567,0.0009576252,0.00022926787,0.00019462945,0.000030232248,0.0030204584,0.000011132689,0.0005577767],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99949706,0.00007784386,0.000110829045,0.00007276315,0.00016720458,0.000074394404],"domain_scores_gemma":[0.99831843,0.0005266362,0.0008600093,0.00007842393,0.00016850999,0.00004809547],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006873312,0.00031377436,0.0002527018,0.003449994,0.00022932798,0.00067757384,0.0002647351,0.00030832278,0.00101194],"category_scores_gemma":[0.002313236,0.00010698903,0.00043048014,0.0026073747,0.0004901343,0.00053332595,0.00067503465,0.00020308046,0.00014731218],"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":[0.00021307645,0.000039701896,0.6465068,0.003184318,0.00037538618,0.007268978,0.0011961829,0.005856238,0.002403402,0.0016681389,0.0068160705,0.32447174],"study_design_scores_gemma":[0.000013788138,0.00020879446,0.93385184,0.002526318,0.0003686487,0.00785046,0.0036227445,0.0019865204,0.0031314618,0.004458815,0.041913953,0.0000666844],"about_ca_topic_score_codex":0.0041235257,"about_ca_topic_score_gemma":0.005326973,"teacher_disagreement_score":0.0041235257,"about_ca_system_score_codex":0.0004436742,"about_ca_system_score_gemma":0.00046909568,"threshold_uncertainty_score":0.008199096},"labels":[],"label_agreement":null},{"id":"W3184363847","doi":"","title":"Water quality impacts and river system recovery following the 2014 Mount Polley mine tailings dam spill, British Columbia, Canada","year":2018,"lang":"en","type":"article","venue":"Bangor University Research Portal (Bangor University)","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":"Queen's University","funders":"Natural Environment Research Council","keywords":"Tailings; Environmental science; Tailings dam; Water quality; Sediment; Hydrology (agriculture); STREAMS; Watershed; Geology; Chemistry; Geotechnical engineering; Ecology","score_opus":0.016370350007962067,"score_gpt":0.20821020416600378,"score_spread":0.19183985415804172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184363847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873657,0.00033828738,0.00011745378,0.00135473,0.000026152129,0.00005598393,0.004952923,0.000032408156,0.0057562897],"genre_scores_gemma":[0.9922611,0.00038079024,0.00018986031,0.0002893142,0.000005654031,0.000022495,0.002112166,0.000012105596,0.004726475],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99954045,0.000024066278,0.00002126028,0.00007139279,0.00016917771,0.00017376621],"domain_scores_gemma":[0.99852645,0.00003511079,0.00016406129,0.00002631106,0.0009939929,0.00025406168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024967897,0.00020248108,0.00028028205,0.0009109123,0.0031645526,0.0017915564,0.00084065786,0.00051290623,0.0033875916],"category_scores_gemma":[0.0012078396,0.00019072568,0.00021186496,0.002559613,0.0009541947,0.00043496996,0.001034475,0.0010055164,0.00032163734],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029053318,0.00017168763,0.95055944,0.000094338866,0.00010296204,0.0007325049,0.0026883883,0.0010285042,0.0019832766,0.00033828037,0.010409564,0.031600498],"study_design_scores_gemma":[0.0000046895457,0.00001964317,0.99277943,0.000026695456,0.0000133310705,0.000034124023,0.003890641,0.00027425008,0.00015409435,0.000039819188,0.0027490156,0.000014375445],"about_ca_topic_score_codex":0.9955402,"about_ca_topic_score_gemma":0.9987907,"teacher_disagreement_score":0.034435745,"about_ca_system_score_codex":0.034435745,"about_ca_system_score_gemma":0.026804648,"threshold_uncertainty_score":0.24985003},"labels":[],"label_agreement":null},{"id":"W3192086436","doi":"10.11575/prism/39065","title":"Correlating macroscopic rheological behaviour to microstructure of polymer flocculated Mature Fine Tailings (MFT)","year":2021,"lang":"en","type":"dissertation","venue":"Open MIND","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":"Rheology; Tailings; Materials science; Microstructure; Polymer; Composite material; Metallurgy","score_opus":0.012818674135698285,"score_gpt":0.25616673084325337,"score_spread":0.24334805670755508,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192086436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889356,0.00016660635,0.00047476674,0.000006595249,0.0000026874327,0.000011138971,0.00016818005,0.000018091769,0.00025834067],"genre_scores_gemma":[0.99749714,0.00021332683,0.0011707274,0.0000108795575,0.0000016843286,0.000011169789,0.0002995019,0.0000071751247,0.00078837725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999448,0.000003032604,0.0000041459084,0.000011348911,0.000022822465,0.00001385329],"domain_scores_gemma":[0.9999069,0.000011522534,0.000023442544,0.0000043154932,0.000037757447,0.000015938262],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012557977,0.00015007505,0.00011868675,0.00036128785,0.0001636442,0.00020772123,0.00009004309,0.00016321427,0.00054088316],"category_scores_gemma":[0.0001522097,0.000074638825,0.0001424828,0.00022730327,0.00017557472,0.00017416927,0.00008690087,0.00019987467,0.00010452186],"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":[0.00005164906,0.00001304908,0.003480696,0.000022727785,0.0000030939882,0.000037526715,0.00004798353,0.0001308861,0.9946537,0.000010298728,0.00001624861,0.0015321153],"study_design_scores_gemma":[0.0000038647236,0.0003860311,0.22272427,0.0000087774715,0.000023802913,0.00014171419,0.0002623591,0.0023202104,0.7733608,0.000017105758,0.00073580496,0.000015239895],"about_ca_topic_score_codex":0.008827649,"about_ca_topic_score_gemma":0.020653047,"teacher_disagreement_score":0.008827649,"about_ca_system_score_codex":0.00023383352,"about_ca_system_score_gemma":0.00014519152,"threshold_uncertainty_score":0.017552555},"labels":[],"label_agreement":null},{"id":"W3192625216","doi":"10.20944/preprints202105.0716.v1","title":"Investigation of Backfilling Step Effects on Stope Stability","year":2021,"lang":"en","type":"preprint","venue":"Preprints.org","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":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Western Canada Research Grid; Compute Canada","keywords":"Stoping; Displacement (psychology); Principal stress; Mining engineering; Stress (linguistics); Geotechnical engineering; Stability (learning theory); Underground mining (soft rock); Safety factor; Engineering; Geology; Waste management; Coal mining; Computer science","score_opus":0.10412550896371339,"score_gpt":0.2681613806839749,"score_spread":0.1640358717202615,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192625216","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971722,0.00015210785,0.0016919273,0.000014130543,0.000007643245,0.0000150187925,0.00014682814,0.00006624605,0.0007339833],"genre_scores_gemma":[0.99856997,0.00007385721,0.0009997529,0.0000067333845,0.0000013516408,0.0000075389835,0.000077125085,0.00001110122,0.00025255905],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993543,0.00006363608,0.00004705261,0.00010944004,0.0002872465,0.00013838688],"domain_scores_gemma":[0.9989833,0.0003859553,0.00016533665,0.00011460019,0.00028372422,0.00006715496],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007592088,0.00052222185,0.0004996022,0.00078352465,0.00042182938,0.000700394,0.00047228005,0.0007374658,0.0017901183],"category_scores_gemma":[0.001343152,0.0002443558,0.00047542702,0.00060490536,0.0005877404,0.0005361933,0.00048665397,0.00043166193,0.00023521385],"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":[0.0026199454,0.0003478102,0.043632403,0.00049632817,0.00010528987,0.0011289241,0.0005423191,0.054282684,0.8365601,0.0007143861,0.00047388065,0.059095886],"study_design_scores_gemma":[0.000077938304,0.004319179,0.10310838,0.000050939067,0.00020227634,0.00044687575,0.0015501323,0.049432892,0.83610743,0.00059417007,0.0040164986,0.00009331774],"about_ca_topic_score_codex":0.0013818548,"about_ca_topic_score_gemma":0.0028245824,"teacher_disagreement_score":0.0017901183,"about_ca_system_score_codex":0.00040824426,"about_ca_system_score_gemma":0.0003242123,"threshold_uncertainty_score":0.0059884787},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98715323,0.00023993367,0.001930973,0.00036495854,0.000009509028,0.00019066273,0.00051247125,0.0000929769,0.009505171],"genre_scores_gemma":[0.9838058,0.00035219608,0.0039452007,0.00010279238,0.000016226175,0.00007733461,0.0004198347,0.000041968055,0.01123873],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9994999,0.00007492392,0.000029175446,0.000060624337,0.00019408911,0.00014124271],"domain_scores_gemma":[0.999485,0.00016079667,0.00010142083,0.000039949682,0.000096171876,0.00011661227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005140932,0.00057726144,0.00025521536,0.0008832908,0.001231414,0.0012158563,0.00093912525,0.0014401657,0.0045858375],"category_scores_gemma":[0.00067394256,0.00025284206,0.00039137952,0.0010228242,0.00081796985,0.00093995454,0.0009602079,0.0006491403,0.0006492974],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005221485,0.007598072,0.2095778,0.0022214367,0.00027613633,0.29807472,0.013434972,0.14190839,0.05456837,0.017066618,0.027415672,0.22263631],"study_design_scores_gemma":[0.0010877611,0.014155654,0.31010613,0.00071994873,0.00044460376,0.073142685,0.093531504,0.20479707,0.06529046,0.00981804,0.22631627,0.0005899544],"about_ca_topic_score_codex":0.025556037,"about_ca_topic_score_gemma":0.058327515,"teacher_disagreement_score":0.025556037,"about_ca_system_score_codex":0.0017598976,"about_ca_system_score_gemma":0.0015288303,"threshold_uncertainty_score":0.05081457},"labels":[],"label_agreement":null},{"id":"W3201231868","doi":"10.28927/sr.2021.067521","title":"The new expertise required for designing safe tailings storage facilities","year":2021,"lang":"en","type":"article","venue":"Soils and Rocks","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"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; Drainage; Mining engineering; Mount; Environmental science; Tailings dam; Engineering; Ecology","score_opus":0.018827551411536622,"score_gpt":0.21041468124363813,"score_spread":0.19158712983210152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201231868","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06904145,0.008373336,0.5837248,0.040787306,0.0030756698,0.0016495233,0.00065827195,0.0020973915,0.29059225],"genre_scores_gemma":[0.29156426,0.009298737,0.6309513,0.0038786847,0.0011700388,0.0008370132,0.0009819161,0.00048098044,0.06083705],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9947747,0.0006803628,0.00031675916,0.0005307622,0.0030677526,0.0006296712],"domain_scores_gemma":[0.9940294,0.0009750386,0.0005626212,0.0009005498,0.0025784152,0.0009539896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004724827,0.00074177125,0.0005162858,0.0016826502,0.0028065639,0.0037202218,0.002177961,0.0025535172,0.018297134],"category_scores_gemma":[0.005920452,0.0009866613,0.0007405282,0.00073115947,0.0019660187,0.005726466,0.0041191555,0.003294584,0.006672869],"study_design_candidate":"theoretical_or_conceptual","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":[0.00016570391,0.0006207082,0.009041632,0.003718686,0.00006436036,0.0034631386,0.004922324,0.03947191,0.07874162,0.12168518,0.076386474,0.6617183],"study_design_scores_gemma":[0.000040242947,0.0003799849,0.0044098366,0.0012846733,0.00005199933,0.0022991535,0.0046720984,0.010732298,0.013165654,0.03433806,0.9285157,0.0001103159],"about_ca_topic_score_codex":0.004838264,"about_ca_topic_score_gemma":0.010953775,"teacher_disagreement_score":0.018297134,"about_ca_system_score_codex":0.0024400463,"about_ca_system_score_gemma":0.009753548,"threshold_uncertainty_score":0.061210036},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967259,0.00006533035,0.000647491,0.00009517002,0.0000028684613,0.0000521617,0.00009524456,0.000027349797,0.0022883965],"genre_scores_gemma":[0.992303,0.00017125845,0.0026845518,0.000062330015,0.000009794676,0.000041022533,0.000117640906,0.000019031784,0.004591365],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99932086,0.00009562048,0.000040932562,0.00009001441,0.00031373175,0.0001387033],"domain_scores_gemma":[0.9994568,0.00015907489,0.00014795415,0.000051547115,0.000099266465,0.000085391584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006033985,0.0004434644,0.00027866574,0.00090121577,0.001458227,0.00075240794,0.000888708,0.0010306146,0.0017737622],"category_scores_gemma":[0.00070150325,0.0002248503,0.0003217692,0.000996817,0.0009074381,0.0007183498,0.00087158405,0.00059068843,0.00028274104],"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":[0.0025505656,0.0040320824,0.36721635,0.0016934992,0.00020442504,0.2446205,0.05089319,0.020122772,0.12343835,0.0058436138,0.007855816,0.1715289],"study_design_scores_gemma":[0.00022088928,0.0094631845,0.553805,0.00049454044,0.00031317308,0.07838394,0.11286534,0.03892123,0.11903201,0.0025487456,0.08354332,0.0004086982],"about_ca_topic_score_codex":0.0151854325,"about_ca_topic_score_gemma":0.044319216,"teacher_disagreement_score":0.0151854325,"about_ca_system_score_codex":0.0012035944,"about_ca_system_score_gemma":0.0011292552,"threshold_uncertainty_score":0.030194104},"labels":[],"label_agreement":null},{"id":"W3201605158","doi":"10.1007/s11709-021-0741-9","title":"Time- and temperature-dependence of compressive and tensile behaviors of polypropylene fiber-reinforced cemented paste backfill","year":2021,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Curing (chemistry); Ultimate tensile strength; Composite material; Compressive strength; Polypropylene; Brittleness; Hardening (computing); Extrusion","score_opus":0.0033160369331938656,"score_gpt":0.15949955235226118,"score_spread":0.1561835154190673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201605158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99834585,0.0002059359,0.00063243235,0.000021279126,0.000013495505,0.0000026540033,0.00023077984,0.00003824075,0.00050932984],"genre_scores_gemma":[0.99928766,0.00005370672,0.000110576235,0.0000065975996,0.000002123352,0.0000021064102,0.000105634404,0.000007529272,0.00042405064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998222,0.000010737654,0.000013411436,0.000036759197,0.00006683067,0.000049970055],"domain_scores_gemma":[0.9993906,0.00017578765,0.00015935798,0.00004890831,0.00017021001,0.00005504545],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019705307,0.00022430043,0.00017396231,0.00024755814,0.0001699385,0.00017568191,0.00017233627,0.0002458085,0.0020685752],"category_scores_gemma":[0.0005774227,0.00012842841,0.00021712916,0.00027567387,0.00033220244,0.0003778421,0.000093138384,0.0003411275,0.00024682237],"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":[0.0005313515,0.000051499417,0.002395704,0.00003926094,0.000012709249,0.00017337811,0.00012389653,0.0016977938,0.990818,0.00008786333,0.00012454667,0.003943914],"study_design_scores_gemma":[0.0000039894544,0.0003535273,0.026051598,0.000006539458,0.000015165132,0.0000839416,0.00013811361,0.007824009,0.96503496,0.000041329935,0.00042451854,0.00002232355],"about_ca_topic_score_codex":0.0016494186,"about_ca_topic_score_gemma":0.002570713,"teacher_disagreement_score":0.0020685752,"about_ca_system_score_codex":0.00019014535,"about_ca_system_score_gemma":0.00017168511,"threshold_uncertainty_score":0.0069200993},"labels":[],"label_agreement":null},{"id":"W3201838481","doi":"10.3389/fmats.2021.759126","title":"Multiscale Geomechanical Behavior of Fiber-Reinforced Cementitious Composites Under Cyclic Loading Conditions—A Review","year":2021,"lang":"en","type":"article","venue":"Frontiers in Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; State Key Laboratory of Geohazard Prevention and Geoenvironment Protection","keywords":"Materials science; Microscale chemistry; Composite material; Cementitious; Ultimate tensile strength; Fiber; Cyclic stress; Dynamic loading; Reinforcement; Geotechnical engineering; Cement; Geology","score_opus":0.01225118533475897,"score_gpt":0.22986351613749978,"score_spread":0.2176123308027408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3201838481","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003510754,0.9925674,0.0016347828,0.00013637378,0.00009456467,0.000009579893,0.000053745734,0.000021410875,0.0019713123],"genre_scores_gemma":[0.011722193,0.9858725,0.001269489,0.00008669308,0.00014557678,0.000014198692,0.000060014758,0.000005598503,0.0008237213],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99979454,0.000019588608,0.000024981346,0.000065414904,0.00007875072,0.000016618485],"domain_scores_gemma":[0.9996985,0.00014099914,0.00006648809,0.000010325299,0.00006928043,0.000014419858],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003764164,0.00081964384,0.0009912036,0.0017427896,0.00024123417,0.00076477794,0.00061252626,0.0008924638,0.0011030256],"category_scores_gemma":[0.00038917252,0.00043830584,0.0005499809,0.0014736686,0.00039334132,0.0011593921,0.00038390871,0.0006031265,0.0004953813],"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":[0.000080478945,0.0002451371,0.0013322231,0.056003924,0.00021983776,0.0005517021,0.00038718118,0.007118612,0.07710614,0.012308941,0.010344529,0.83430123],"study_design_scores_gemma":[0.000011388877,0.0006801537,0.0056602666,0.0040698843,0.00055368635,0.0023928857,0.00026305317,0.004161086,0.03928854,0.0046064095,0.9381778,0.00013491038],"about_ca_topic_score_codex":0.0011822421,"about_ca_topic_score_gemma":0.0015244596,"teacher_disagreement_score":0.0017427896,"about_ca_system_score_codex":0.00035057025,"about_ca_system_score_gemma":0.0006858821,"threshold_uncertainty_score":0.0036899447},"labels":[],"label_agreement":null},{"id":"W3203391379","doi":"10.14288/1.0320850","title":"Pseudo 3-D deposition and large-strain consolidation modeling of tailings deep deposits","year":2016,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Geology; Consolidation (business); Deposition (geology); Geochemistry; Mining engineering; Metallurgy; Geomorphology; Materials science","score_opus":0.006833971560647193,"score_gpt":0.15267115630916236,"score_spread":0.14583718474851518,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203391379","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2564192,0.0002680661,0.7263561,0.00018199877,0.000052792595,0.00011305659,0.00036547877,0.00044830033,0.015794957],"genre_scores_gemma":[0.934552,0.0002814391,0.06127972,0.00003454895,0.00000850526,0.000083671126,0.00015664462,0.00005013222,0.0035534292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998838,0.000026813868,0.000011485415,0.000017276529,0.000044079356,0.000016542846],"domain_scores_gemma":[0.9997873,0.000071417635,0.0000441916,0.00002853189,0.000053467455,0.000015073352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020682006,0.00034929023,0.00023871439,0.00035641468,0.00030178827,0.0010928306,0.0007581536,0.0008448295,0.0011929276],"category_scores_gemma":[0.0005518676,0.00032478277,0.00058906083,0.00041267986,0.0005121471,0.00047905536,0.00048688293,0.00045074246,0.00021288653],"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":[0.000009493094,0.000012103458,0.001038721,0.000019295341,0.0000045389875,0.0000618681,0.000027565724,0.98798615,0.004331752,0.0033892812,0.00008511807,0.0030340669],"study_design_scores_gemma":[0.0000018380696,0.00000813442,0.00034593596,0.0000024207327,0.0000016656678,0.000020981195,0.000008230793,0.997556,0.0010468806,0.0005981012,0.00040598048,0.0000039236725],"about_ca_topic_score_codex":0.009712708,"about_ca_topic_score_gemma":0.00812861,"teacher_disagreement_score":0.009712708,"about_ca_system_score_codex":0.00067358906,"about_ca_system_score_gemma":0.0009014768,"threshold_uncertainty_score":0.019312322},"labels":[],"label_agreement":null},{"id":"W3203845355","doi":"10.21203/rs.3.rs-957254/v1","title":"Predicting the Isotropic Volumetric Compression Response of Hydrating Cemented Paste Backfill (CPB)","year":2021,"lang":"en","type":"preprint","venue":"Research Square","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 Toronto","funders":"Barrick Gold Corporation","keywords":"Compression (physics); Isotropy; Materials science; Composite material; Geotechnical engineering; Geology; Physics","score_opus":0.0551527188091354,"score_gpt":0.31526816417348685,"score_spread":0.26011544536435144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203845355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99189997,0.00010166264,0.006045082,0.0000123650525,0.0000034491088,0.000021590035,0.00045663692,0.00030099935,0.0011581926],"genre_scores_gemma":[0.9980482,0.000050090806,0.0013261008,0.0000039593037,0.0000010285585,0.000009906122,0.00024508897,0.000019566443,0.00029605217],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998192,0.000010822891,0.000008998765,0.000031690703,0.000106078965,0.000023209217],"domain_scores_gemma":[0.99977547,0.00007962652,0.00004559103,0.000024303807,0.000056329896,0.000018566048],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027005732,0.0003581209,0.00021031138,0.0007519818,0.00013752187,0.00033566408,0.00040009353,0.0003554357,0.0013724229],"category_scores_gemma":[0.0006387076,0.0001591128,0.00016715328,0.00057981285,0.00022546727,0.00026535423,0.00017996227,0.00023005312,0.0005244341],"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":[0.0006146325,0.00019065155,0.050135646,0.00016498935,0.000024773868,0.00019119176,0.00010334336,0.11669205,0.7686209,0.00022188407,0.0003533695,0.06268656],"study_design_scores_gemma":[0.0000173466,0.00047865522,0.09838613,0.000017499146,0.000019381174,0.000102381506,0.000119334225,0.3457288,0.5539353,0.00013262918,0.001029842,0.000032560318],"about_ca_topic_score_codex":0.00539372,"about_ca_topic_score_gemma":0.006418243,"teacher_disagreement_score":0.00539372,"about_ca_system_score_codex":0.0002922236,"about_ca_system_score_gemma":0.00030258342,"threshold_uncertainty_score":0.010724664},"labels":[],"label_agreement":null},{"id":"W3203871480","doi":"10.1186/s40703-021-00156-1","title":"Dynamic response of thickened tailings in shaking table testing","year":2021,"lang":"en","type":"article","venue":"International Journal of Geo-Engineering","topic":"Tailings Management and Properties","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Qassim University; University of Ottawa","keywords":"Earthquake shaking table; Tailings; Liquefaction; Geology; Geotechnical engineering; Pore water pressure; Water table; Tailings dam; Materials science; Metallurgy; Groundwater","score_opus":0.010309065172795803,"score_gpt":0.2148474798972063,"score_spread":0.20453841472441048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203871480","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970902,0.00006371987,0.0024533183,0.0000073494834,0.0000061952396,0.000015935055,0.00009422009,0.000042982574,0.00022593173],"genre_scores_gemma":[0.99563557,0.00009375276,0.0028233205,0.000014440126,0.0000021715587,0.00001681845,0.00019815838,0.000010171036,0.001205659],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996222,0.00002068735,0.000026367228,0.00007345496,0.00021471363,0.000042569183],"domain_scores_gemma":[0.9996581,0.00006079189,0.00008293567,0.000047423673,0.00010728303,0.000043490938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030900285,0.0005426764,0.0004144344,0.00038175946,0.00021998797,0.0003805676,0.0006275615,0.0004464913,0.001337743],"category_scores_gemma":[0.00053690263,0.00026959737,0.00035217093,0.00027913108,0.00038693557,0.00052346376,0.00048029862,0.00026367337,0.00029232167],"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":[0.00033846815,0.000026861107,0.008049424,0.00008922131,0.000015289083,0.0003161436,0.00010441528,0.0051159416,0.98054117,0.00002936513,0.000041190746,0.0053324313],"study_design_scores_gemma":[0.00003017117,0.0018554277,0.06665348,0.000035163237,0.00008053306,0.00037266567,0.00060175714,0.030095497,0.89837545,0.00011472613,0.0017348514,0.000050264498],"about_ca_topic_score_codex":0.0022444457,"about_ca_topic_score_gemma":0.0048130453,"teacher_disagreement_score":0.0022444457,"about_ca_system_score_codex":0.00026411444,"about_ca_system_score_gemma":0.00021591976,"threshold_uncertainty_score":0.0044751763},"labels":[],"label_agreement":null},{"id":"W3205261942","doi":"10.3390/min11111165","title":"Specific Mixing Energy of Cemented Paste Backfill, Part I: Laboratory Determination and Influence on the Consistency","year":2021,"lang":"en","type":"article","venue":"Minerals","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":"Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slump; Mixing (physics); Consistency (knowledge bases); Materials science; Rheology; Composite material; Process engineering; Computer science; Engineering; Cement; Physics","score_opus":0.016684559938381593,"score_gpt":0.19102839199863925,"score_spread":0.17434383206025766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205261942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95678514,0.0010592376,0.040316366,0.000056253353,0.000026156942,0.00011521861,0.00033154825,0.00014886867,0.001161307],"genre_scores_gemma":[0.97421783,0.00050241174,0.023610013,0.000041326373,0.0000095397745,0.00012378837,0.0003276064,0.000055684694,0.0011119194],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871933,0.00022377448,0.00011609776,0.00020290414,0.00068760593,0.000050387902],"domain_scores_gemma":[0.998719,0.0006037759,0.00026846936,0.00014484618,0.00022807569,0.000035895973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012034694,0.00049936224,0.0004194955,0.0006737027,0.0002353361,0.0004683718,0.00039294464,0.000436129,0.0007579492],"category_scores_gemma":[0.0023743901,0.00025751488,0.0004256041,0.00063398643,0.00050569436,0.00053689856,0.00034570062,0.0005100333,0.00024378939],"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":[0.00017426637,0.000049100396,0.0072038476,0.00012681195,0.00001737956,0.00005076352,0.000093028786,0.0005172667,0.9790583,0.000114341514,0.000047381964,0.0125474725],"study_design_scores_gemma":[0.000003865494,0.00023298521,0.010304844,0.0000074008094,0.000015416052,0.000064248256,0.000040084167,0.0020981382,0.98665243,0.00003703946,0.00053279754,0.000010710483],"about_ca_topic_score_codex":0.00054104277,"about_ca_topic_score_gemma":0.0011880384,"teacher_disagreement_score":0.0012034694,"about_ca_system_score_codex":0.00032904162,"about_ca_system_score_gemma":0.00028709267,"threshold_uncertainty_score":0.006364584},"labels":[],"label_agreement":null},{"id":"W3205606176","doi":"10.1016/j.conbuildmat.2021.124626","title":"Analytical solutions for the design of shotcreted waste rock barricades to retain slurried paste backfill","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; China Postdoctoral Science Foundation; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Shotcrete; Geotechnical engineering; Drainage; Geology; Compaction; Engineering; Mining engineering","score_opus":0.0373985307211423,"score_gpt":0.23478707482537312,"score_spread":0.19738854410423082,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205606176","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25470904,0.00072312274,0.7353049,0.00028846881,0.00006631411,0.00035422563,0.00032521167,0.00082061766,0.007408157],"genre_scores_gemma":[0.7369226,0.00067470333,0.25533184,0.00005748975,0.000013645391,0.00023794457,0.0003212935,0.00009373642,0.006346732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99937075,0.00007007564,0.000026280073,0.000084575266,0.0003885101,0.000059848746],"domain_scores_gemma":[0.99959034,0.000096933225,0.000053869822,0.000038247796,0.00020349384,0.000017121989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086328574,0.00063725194,0.00057157356,0.0006746189,0.00043291613,0.0012948131,0.0011649283,0.00090511783,0.0017776603],"category_scores_gemma":[0.0010267851,0.00042327505,0.00042400396,0.00044181902,0.00045215766,0.00083045365,0.00044895284,0.00046721802,0.0005415711],"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":[0.0001862792,0.0001667293,0.0013226626,0.00043029792,0.000029045303,0.0002270775,0.00021272474,0.08073836,0.8442359,0.006408318,0.00076634134,0.0652762],"study_design_scores_gemma":[0.00004143613,0.00065224717,0.0011042614,0.000042688753,0.00004589821,0.00015369085,0.00052708347,0.18626244,0.7978232,0.0022979726,0.011005774,0.000043306783],"about_ca_topic_score_codex":0.0013435488,"about_ca_topic_score_gemma":0.0049423636,"teacher_disagreement_score":0.0017776603,"about_ca_system_score_codex":0.0007476481,"about_ca_system_score_gemma":0.0012198287,"threshold_uncertainty_score":0.005946815},"labels":[],"label_agreement":null},{"id":"W3207203691","doi":"10.3390/min11101141","title":"Hybrid Failure of Cemented Paste Backfill","year":2021,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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":"University of Toronto; Barrick Gold Corporation; Natural Sciences and Engineering Research Council of Canada; Portland State University","keywords":"Ultimate tensile strength; Materials science; Finite element method; Shear (geology); Shear stress; Failure mechanism; Composite material; Structural engineering; Engineering","score_opus":0.011721177547563,"score_gpt":0.18838257256531193,"score_spread":0.17666139501774894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207203691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894783,0.00016444916,0.00917572,0.000017819211,0.000009129553,0.000017340204,0.00016346862,0.0002182738,0.0007555393],"genre_scores_gemma":[0.99840695,0.000029396526,0.0009753433,0.0000033097722,0.0000012020582,0.000007705446,0.000052246534,0.000008105451,0.0005157138],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959165,0.000028406232,0.00002325755,0.0000802571,0.00023387076,0.000042529373],"domain_scores_gemma":[0.9997149,0.00006143254,0.00007468397,0.00005038352,0.0000725369,0.00002592327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003843064,0.0004613894,0.00043414914,0.0008259365,0.00024686448,0.00038589197,0.00053444575,0.00061666936,0.0015448497],"category_scores_gemma":[0.00048347955,0.00019069039,0.00036419145,0.0002734736,0.0005871195,0.00042744947,0.00030290408,0.00022745287,0.00032538062],"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":[0.00040616348,0.00008189566,0.019370606,0.0001425458,0.000041506857,0.0011271118,0.0001923296,0.029296944,0.9256193,0.0006159928,0.00022562873,0.022879934],"study_design_scores_gemma":[0.000025592273,0.0009362894,0.05928731,0.000027932265,0.00003699192,0.00085771387,0.00021355726,0.24020194,0.6961016,0.00078519393,0.0014554897,0.00007034087],"about_ca_topic_score_codex":0.0017697429,"about_ca_topic_score_gemma":0.002311822,"teacher_disagreement_score":0.0017697429,"about_ca_system_score_codex":0.00036584417,"about_ca_system_score_gemma":0.00019478991,"threshold_uncertainty_score":0.0051680803},"labels":[],"label_agreement":null},{"id":"W3207307290","doi":"10.1155/2021/7561977","title":"Shear Properties of Cemented Paste Backfill under Low Confining Stress","year":2021,"lang":"en","type":"article","venue":"Advances in Civil Engineering","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":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto; Barrick Gold Corporation","keywords":"Materials science; Composite material; Curing (chemistry); Shear (geology); Shear stress; Geotechnical engineering; Cementation (geology); Direct shear test; Triaxial shear test; Cement; Geology","score_opus":0.00979950621739465,"score_gpt":0.19100224766682594,"score_spread":0.1812027414494313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207307290","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984401,0.00044761054,0.000540202,0.000013130397,0.00000808338,0.000004872134,0.00018297916,0.0000203764,0.00034267214],"genre_scores_gemma":[0.9988091,0.00020143655,0.0002869844,0.000010081254,0.000004526409,0.0000060129237,0.0001808823,0.000008893283,0.0004921313],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950755,0.000049564536,0.000049339866,0.00008188185,0.00024271832,0.00006901781],"domain_scores_gemma":[0.9992613,0.0001890973,0.00022915016,0.00005913948,0.0001906575,0.00007052364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056585623,0.00056485966,0.00037591832,0.0005902368,0.00022903715,0.00032558356,0.00024288523,0.0004252943,0.001868046],"category_scores_gemma":[0.00087256794,0.00023535475,0.0003035042,0.00062716653,0.00046458645,0.00040817913,0.00024614015,0.00044113622,0.00033030257],"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":[0.00025396055,0.00001913432,0.0023024294,0.000053803637,0.000012339847,0.00010577196,0.00011191857,0.0007298972,0.9940784,0.000059267935,0.00003794682,0.00223511],"study_design_scores_gemma":[0.000008947027,0.00061982253,0.021198494,0.000011090974,0.000025331941,0.000120989855,0.00017487875,0.001808928,0.9752863,0.00004247281,0.0006828232,0.00001988744],"about_ca_topic_score_codex":0.0010464047,"about_ca_topic_score_gemma":0.0015112846,"teacher_disagreement_score":0.001868046,"about_ca_system_score_codex":0.00021774674,"about_ca_system_score_gemma":0.00019701982,"threshold_uncertainty_score":0.0062491894},"labels":[],"label_agreement":null},{"id":"W3207354090","doi":"10.3390/min11111159","title":"Specific Mixing Energy of Cemented Paste Backfill, Part II: Influence on the Rheological and Mechanical Properties and Practical Applications","year":2021,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"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","keywords":"Rheology; Materials science; Mixing (physics); Compressive strength; Curing (chemistry); Composite material","score_opus":0.05042339780102031,"score_gpt":0.21896717441048977,"score_spread":0.16854377660946945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3207354090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99417734,0.0018569715,0.0028827065,0.000027231024,0.000010046896,0.000022089233,0.00014680297,0.000031972297,0.00084483216],"genre_scores_gemma":[0.993343,0.0010170655,0.004651934,0.000019788082,0.0000069681114,0.000033210934,0.00022596814,0.000035865974,0.00066619547],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955577,0.0000782759,0.00006156544,0.0000739008,0.0001899966,0.00004042311],"domain_scores_gemma":[0.9996513,0.00013122334,0.00010686904,0.000033786022,0.000056692046,0.000020003627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005474086,0.00040469784,0.00038574226,0.0005501067,0.000119754586,0.00038351255,0.00020872163,0.0003177338,0.0012313214],"category_scores_gemma":[0.0009680032,0.00020920161,0.00037089258,0.0006445982,0.00020467877,0.00038977453,0.00024880064,0.0003221369,0.00026458246],"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":[0.00020628268,0.0000322629,0.002072319,0.00016588389,0.000015298148,0.000047690522,0.000026463777,0.00041893224,0.98973644,0.000062095554,0.000029540839,0.0071868296],"study_design_scores_gemma":[0.000007053857,0.0004598397,0.01962085,0.000016587723,0.000049081806,0.00013665897,0.000047429698,0.0011205067,0.9770444,0.000035581994,0.0014481419,0.000013899681],"about_ca_topic_score_codex":0.00026382878,"about_ca_topic_score_gemma":0.0006146418,"teacher_disagreement_score":0.0012313214,"about_ca_system_score_codex":0.00018012655,"about_ca_system_score_gemma":0.00017916526,"threshold_uncertainty_score":0.004119158},"labels":[],"label_agreement":null},{"id":"W3208184283","doi":"10.82308/16313","title":"Wear profile of the Kidd Mine pastefill distribution system","year":2014,"lang":"en","type":"article","venue":"eScholarship@McGill (McGill)","topic":"Tailings Management and Properties","field":"Engineering","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":"Geology; Distribution (mathematics); Mathematics","score_opus":0.008767317354186354,"score_gpt":0.1691641861746618,"score_spread":0.16039686882047546,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3208184283","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99654347,0.00010514258,0.00070391316,0.000024200372,0.000004152204,0.000018729137,0.00065947097,0.00008449716,0.0018563309],"genre_scores_gemma":[0.99587435,0.0000598403,0.00031311164,0.000010419262,0.0000010871408,0.000008765251,0.0004898245,0.000010385048,0.0032323087],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99979645,0.000013973417,0.000014376149,0.000029346424,0.000115427225,0.000030504367],"domain_scores_gemma":[0.9998141,0.000040714516,0.000021632144,0.000016018716,0.00009323344,0.000014386497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018273841,0.00020344152,0.00037928074,0.00044132676,0.0005012201,0.00047391033,0.00024333887,0.00035283063,0.0026097205],"category_scores_gemma":[0.00025554528,0.00015451064,0.0002231175,0.0004159188,0.00015132954,0.00021457141,0.00020675852,0.00017461408,0.0005614132],"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":[0.0034880382,0.00021486811,0.27757862,0.00071283866,0.00012712111,0.0021353024,0.001734289,0.07280369,0.5192129,0.00034776665,0.0042635156,0.117381],"study_design_scores_gemma":[0.00008642156,0.0028743453,0.78325826,0.000060992985,0.00011345966,0.0010768619,0.0028507398,0.064529076,0.12866294,0.00013466577,0.01628801,0.000064236774],"about_ca_topic_score_codex":0.015809026,"about_ca_topic_score_gemma":0.03474885,"teacher_disagreement_score":0.015809026,"about_ca_system_score_codex":0.00058624014,"about_ca_system_score_gemma":0.00044836878,"threshold_uncertainty_score":0.031434},"labels":[],"label_agreement":null},{"id":"W3209345898","doi":"10.1016/j.conbuildmat.2021.125302","title":"Effect of curing temperature on time-dependent shear behavior and properties of polypropylene fiber-reinforced cemented paste backfill","year":2021,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Curing (chemistry); Composite material; Polypropylene; Brittleness; Hardening (computing); Shear (geology); Geotechnical engineering; Geology","score_opus":0.006465508955983854,"score_gpt":0.19624232918925247,"score_spread":0.1897768202332686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3209345898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890316,0.00024891223,0.0004438178,0.000011374147,0.0000119973265,0.00000357969,0.000080506354,0.000024437253,0.00027217733],"genre_scores_gemma":[0.9990901,0.00010434297,0.00026732974,0.000010303733,0.0000033516403,0.0000035279722,0.00007492563,0.000016821179,0.00042933435],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978787,0.000025881387,0.000025557598,0.000048138158,0.00005409331,0.00005854451],"domain_scores_gemma":[0.99919313,0.00033584275,0.00021269756,0.00007455827,0.00010962397,0.000074116746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003673515,0.00035075846,0.00025290766,0.0002049729,0.00015604528,0.00022088502,0.00015858207,0.00027677414,0.0019362182],"category_scores_gemma":[0.00084986084,0.00024260959,0.0003254417,0.00025058351,0.00031127335,0.0004414801,0.00010408433,0.0003780221,0.00029716612],"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":[0.001784415,0.000084476575,0.0018833173,0.00006445322,0.000016089965,0.00015892589,0.00016758758,0.0010780715,0.9918487,0.00004316732,0.000055232118,0.0028154817],"study_design_scores_gemma":[0.00000725094,0.00059463637,0.011085648,0.000005770703,0.000027407597,0.00004594805,0.00006529183,0.001752145,0.9861361,0.000011530807,0.00025361413,0.000014677549],"about_ca_topic_score_codex":0.0006951324,"about_ca_topic_score_gemma":0.0010257473,"teacher_disagreement_score":0.0019362182,"about_ca_system_score_codex":0.00016737865,"about_ca_system_score_gemma":0.000198689,"threshold_uncertainty_score":0.0064772964},"labels":[],"label_agreement":null},{"id":"W3212065795","doi":"10.3390/min11111234","title":"A Failure Modes and Effects Analysis Framework for Assessing Geotechnical Risks of Tailings Dam Closure","year":2021,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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 Alberta","funders":"Canadian Natural Resources Limited","keywords":"Closure (psychology); Tailings; Tailings dam; Dam failure; Engineering; Environmental planning; Risk analysis (engineering); Environmental science; Civil engineering; Business","score_opus":0.030701267114884176,"score_gpt":0.29118435078615557,"score_spread":0.2604830836712714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212065795","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009891752,0.00031875866,0.9828142,0.0002043307,0.000028893051,0.00019131695,0.00029412934,0.00019722835,0.0060594412],"genre_scores_gemma":[0.5565204,0.001258739,0.42834306,0.00011749926,0.000078876845,0.0010395438,0.0006891295,0.00007905948,0.011873706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99839336,0.00056661194,0.00006506477,0.00017115429,0.00063454435,0.00016909286],"domain_scores_gemma":[0.99845254,0.0007986884,0.00019081739,0.00005681994,0.0004462569,0.00005488663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003695568,0.0021544052,0.00064165087,0.0038889106,0.0008131662,0.0016895473,0.0019713317,0.0013250975,0.0038878396],"category_scores_gemma":[0.0037990708,0.0005205225,0.0016794149,0.00087654364,0.0011754413,0.0011165789,0.0013328628,0.0014235291,0.00034030655],"study_design_candidate":"theoretical_or_conceptual","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":[0.000015719637,0.000048165755,0.0020693503,0.000068721085,0.00006980821,0.0001546077,0.00010512726,0.924426,0.0012403894,0.05243036,0.00088728,0.018484415],"study_design_scores_gemma":[0.000012053517,0.000092901195,0.0020622092,0.00006801823,0.00005527744,0.00007941124,0.00013389504,0.96266764,0.00042135574,0.030644119,0.0037288887,0.000034180386],"about_ca_topic_score_codex":0.09691992,"about_ca_topic_score_gemma":0.09961282,"teacher_disagreement_score":0.09691992,"about_ca_system_score_codex":0.003261631,"about_ca_system_score_gemma":0.0054584257,"threshold_uncertainty_score":0.19271159},"labels":[],"label_agreement":null},{"id":"W3213254371","doi":"10.1016/j.engfracmech.2021.108096","title":"Development of Mode I and Mode II fracture toughness of cemented paste backfill: Experimental results of the effect of mix proportion, temperature and chemistry of the pore water","year":2021,"lang":"en","type":"article","venue":"Engineering Fracture Mechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Key Laboratory of Safe Mining of Deep Metal Mines, Ministry of Education; National Natural Science Foundation of China","keywords":"Fracture toughness; Materials science; Composite material; Cement; Curing (chemistry); Toughness; Brittleness; Fracture mechanics","score_opus":0.0030182251187837864,"score_gpt":0.17751103891101352,"score_spread":0.17449281379222975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213254371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99741924,0.00005217315,0.0020917468,0.0000059906124,0.0000029703376,0.0000060700954,0.00014764885,0.000023414594,0.00025071643],"genre_scores_gemma":[0.9985234,0.000033927743,0.000856361,0.000003346017,9.1171665e-7,0.000009240843,0.000085866304,0.000010224497,0.0004766537],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997708,0.000019101311,0.000015853464,0.00005311828,0.00010316789,0.000037886337],"domain_scores_gemma":[0.9995415,0.00016434888,0.000079821664,0.000051182906,0.00012449617,0.00003864741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004202015,0.00032279326,0.00023594857,0.00034861956,0.00026121747,0.00015012671,0.0003587532,0.0003620081,0.0019326252],"category_scores_gemma":[0.000624556,0.0002718968,0.000321714,0.0002494812,0.00041061855,0.0004038635,0.0001868718,0.00038569554,0.00017240594],"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":[0.00023296489,0.000028164608,0.0009916136,0.00001804776,0.0000030748547,0.000022688404,0.00007465011,0.0006153345,0.99596304,0.000054541324,0.000015173553,0.0019807436],"study_design_scores_gemma":[0.000004147935,0.00032173947,0.008515643,0.0000020669095,0.0000060928846,0.000030401936,0.000050230556,0.0022287748,0.98866326,0.000031816686,0.00013926331,0.0000065582412],"about_ca_topic_score_codex":0.0016100048,"about_ca_topic_score_gemma":0.0020543085,"teacher_disagreement_score":0.0019326252,"about_ca_system_score_codex":0.00022535167,"about_ca_system_score_gemma":0.00023574462,"threshold_uncertainty_score":0.006465256},"labels":[],"label_agreement":null},{"id":"W3216827679","doi":"10.3390/pr9122139","title":"Applicability of Constitutive Models to Describing the Compressibility of Mining Backfill: A Comparative Study","year":2021,"lang":"en","type":"article","venue":"Processes","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"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; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Compressibility; Mohr–Coulomb theory; Geotechnical engineering; Consolidation (business); Constitutive equation; Closure (psychology); Geology; Compression (physics); Mechanics; Engineering; Finite element method; Structural engineering; Materials science; Law; Physics","score_opus":0.17286415902992688,"score_gpt":0.2773480560723747,"score_spread":0.10448389704244784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216827679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83031106,0.018071756,0.12866364,0.0005885711,0.00012325526,0.00017429767,0.0005655488,0.00031112705,0.021190736],"genre_scores_gemma":[0.97938573,0.009022751,0.009523364,0.000033357366,0.00007166663,0.000054189342,0.00020023144,0.000052410633,0.0016564087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99887806,0.00027854543,0.000082297986,0.00013024967,0.00053037534,0.000100482255],"domain_scores_gemma":[0.99782133,0.0012599892,0.0002602179,0.00027722144,0.00032240732,0.000058845122],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020360402,0.0010265142,0.0011834538,0.0029760173,0.00040343808,0.0016187917,0.0014971878,0.0017098115,0.00086715596],"category_scores_gemma":[0.003250521,0.0005120573,0.0015440483,0.0025235994,0.0010299594,0.001639126,0.00082357443,0.0008423489,0.00026016982],"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":[0.0003347152,0.00070929865,0.019708956,0.0011465227,0.00017111142,0.00162129,0.0010275397,0.7612274,0.047163107,0.024203619,0.0010166975,0.14166978],"study_design_scores_gemma":[0.000012047421,0.00021865394,0.006306335,0.00010849392,0.000057681384,0.00054044026,0.00033057737,0.97598416,0.009502334,0.002687383,0.0041776947,0.00007412682],"about_ca_topic_score_codex":0.003603103,"about_ca_topic_score_gemma":0.0021029117,"teacher_disagreement_score":0.003603103,"about_ca_system_score_codex":0.0009062073,"about_ca_system_score_gemma":0.000677941,"threshold_uncertainty_score":0.010767698},"labels":[],"label_agreement":null},{"id":"W3217139516","doi":"","title":"Assessing Consequences of Potential Tailings Dam Failures on Canadian Communities.","year":2020,"lang":"en","type":"article","venue":"AGU Fall Meeting Abstracts","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Tailings dam; Tailings; Environmental planning; Business; Political science; Geography","score_opus":0.030884897694005035,"score_gpt":0.2282389504875084,"score_spread":0.19735405279350335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217139516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9715317,0.00032333555,0.0012920762,0.0012025685,0.000046540496,0.00019126931,0.0051518683,0.00005496057,0.020205695],"genre_scores_gemma":[0.99365556,0.000330333,0.0010531412,0.000071912946,0.0000049595233,0.00003492755,0.0012479756,0.000009740084,0.0035914702],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99767965,0.00020790016,0.000043544547,0.00011953956,0.001277434,0.00067195395],"domain_scores_gemma":[0.9941461,0.0004164571,0.0005145556,0.000097457625,0.003973581,0.00085178646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015508455,0.00062237674,0.00035250175,0.0026837778,0.0052319355,0.0017493198,0.0013773101,0.0008662233,0.003644674],"category_scores_gemma":[0.0072172903,0.0002415953,0.00046934656,0.0038164044,0.0011206373,0.00086533726,0.0018585073,0.0008652733,0.00029161712],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005155079,0.00020697182,0.87058294,0.00019511912,0.00020608038,0.0013644296,0.0046432144,0.0239678,0.0019253095,0.0031770926,0.017815826,0.07539967],"study_design_scores_gemma":[0.000017302833,0.00022506376,0.94307214,0.0001376177,0.00013902706,0.00012802203,0.023913996,0.017266281,0.0011606136,0.0012733536,0.012587924,0.000078622164],"about_ca_topic_score_codex":0.9914826,"about_ca_topic_score_gemma":0.99776816,"teacher_disagreement_score":0.042191237,"about_ca_system_score_codex":0.042191237,"about_ca_system_score_gemma":0.06252291,"threshold_uncertainty_score":0.30612028},"labels":[],"label_agreement":null},{"id":"W3217562332","doi":"10.35699/2316-770x.2020.21466","title":"Mineração, desastres, formação crítica","year":2021,"lang":"pt","type":"article","venue":"Revista da Universidade Federal de Minas Gerais","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":"York University","funders":"","keywords":"Computer science; Humanities; Philosophy","score_opus":0.018438941228121355,"score_gpt":0.2218863639573297,"score_spread":0.20344742272920835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3217562332","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29810098,0.0945437,0.018779993,0.22750239,0.0022995623,0.00012154965,0.0004714385,0.00037008643,0.35781032],"genre_scores_gemma":[0.92935413,0.019720217,0.0033631055,0.0056642136,0.00038646327,0.00005159809,0.00008553611,0.000107753905,0.04126709],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.98968947,0.0037353884,0.00046062612,0.001456908,0.0038288312,0.0008288226],"domain_scores_gemma":[0.9769696,0.011169712,0.0027600322,0.0030867648,0.0050488445,0.00096501666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.012106149,0.00048484057,0.00051556586,0.0027254894,0.007587022,0.00945841,0.002214643,0.004174605,0.0065502655],"category_scores_gemma":[0.02455291,0.00052428717,0.0005246796,0.003731511,0.021304898,0.0062059746,0.004355921,0.002520073,0.0010774436],"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":[0.0001766531,0.000094275834,0.02910393,0.0019277012,0.00009641797,0.0008514575,0.13805617,0.0009159632,0.002943302,0.5673221,0.030982677,0.22752933],"study_design_scores_gemma":[0.000013786822,0.000106456224,0.02760629,0.0023647896,0.000088754656,0.00088094914,0.06512953,0.00052965264,0.0018516139,0.04950453,0.8518425,0.00008105718],"about_ca_topic_score_codex":0.09224457,"about_ca_topic_score_gemma":0.1756337,"teacher_disagreement_score":0.09224457,"about_ca_system_score_codex":0.012220692,"about_ca_system_score_gemma":0.014771334,"threshold_uncertainty_score":0.1834153},"labels":[],"label_agreement":null},{"id":"W329126628","doi":"10.1007/s10706-015-9892-6","title":"Coupled Behavior of Cemented Paste Backfill at Early Ages","year":2015,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Hydraulic conductivity; Pore water pressure; Thermal conductivity; Materials science; Suction; Composite material; Environmental science; Geology; Engineering; Soil water; Soil science; Mechanical engineering","score_opus":0.021102877987926157,"score_gpt":0.19235502403005436,"score_spread":0.1712521460421282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W329126628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980952,0.00003121067,0.00061028125,0.000016351421,0.0000020540156,0.0000024011379,0.00025989246,0.000028960116,0.00095381093],"genre_scores_gemma":[0.99943835,0.000009008541,0.000058864534,0.0000021911974,4.3680416e-7,0.0000010342039,0.000088727305,0.0000050770905,0.0003963159],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99990785,0.00000685619,0.00000493444,0.000030914693,0.000019943054,0.00002961483],"domain_scores_gemma":[0.999838,0.000039926003,0.00002347881,0.000013481279,0.00006308845,0.000022089387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019248703,0.0001819246,0.00023910619,0.000517359,0.00021327965,0.00045918114,0.0002919749,0.00051154086,0.0020787031],"category_scores_gemma":[0.0007059779,0.00022962861,0.00024925702,0.00027635228,0.00029924323,0.0005563489,0.00030529097,0.00021315018,0.00038998475],"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":[0.0014780385,0.00030315827,0.327069,0.00011254661,0.00014213228,0.0019240376,0.00083973096,0.12439806,0.51502645,0.0052603977,0.0008874386,0.022559013],"study_design_scores_gemma":[0.000029735156,0.0002907483,0.6777654,0.000022476073,0.00008093544,0.00026592787,0.00075881544,0.19654845,0.12043007,0.0017561915,0.001980711,0.00007048101],"about_ca_topic_score_codex":0.012158859,"about_ca_topic_score_gemma":0.010066381,"teacher_disagreement_score":0.012158859,"about_ca_system_score_codex":0.00061909773,"about_ca_system_score_gemma":0.00033502196,"threshold_uncertainty_score":0.02417618},"labels":[],"label_agreement":null},{"id":"W4200311101","doi":"10.1016/j.jobe.2021.103859","title":"Further insight into the strength development of cemented paste backfill materials containing polycarboxylate ether-based superplasticizer","year":2021,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"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","keywords":"Compressive strength; Materials science; Curing (chemistry); Superplasticizer; Fineness; Composite material; Tailings; Metallurgy","score_opus":0.010737823242682435,"score_gpt":0.2000546305780671,"score_spread":0.18931680733538467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200311101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9855198,0.0016992782,0.00916077,0.00006520792,0.000026783668,0.000027555214,0.00006507392,0.000040027695,0.0033954591],"genre_scores_gemma":[0.9930483,0.0006596508,0.0041819355,0.000025452608,0.0000071051713,0.00000903906,0.000053002383,0.000008950833,0.0020065557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999198,0.000010444989,0.000005203799,0.000009801188,0.00003866174,0.000016089643],"domain_scores_gemma":[0.9999107,0.000022250078,0.000021664193,0.000008255706,0.000027813157,0.00000931951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021589424,0.0002658242,0.00013396169,0.00022792352,0.00008316579,0.00014990628,0.00018030459,0.00021240501,0.0017493006],"category_scores_gemma":[0.0002035919,0.00008874187,0.0002473786,0.00014787936,0.0001547523,0.00040412883,0.00013364333,0.00030654043,0.00022335546],"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":[0.000034649365,0.000017198263,0.00015565821,0.00006149135,0.0000025985785,0.000059071335,0.000019442856,0.00033258618,0.99535805,0.00035739611,0.000026332462,0.003575507],"study_design_scores_gemma":[0.0000024678914,0.00017782388,0.0008275709,0.0000035356204,0.0000076174465,0.00005111316,0.000021728269,0.001500302,0.99620134,0.00005026887,0.0011524879,0.0000037461557],"about_ca_topic_score_codex":0.00020774243,"about_ca_topic_score_gemma":0.00056532305,"teacher_disagreement_score":0.0017493006,"about_ca_system_score_codex":0.0001057181,"about_ca_system_score_gemma":0.00020917905,"threshold_uncertainty_score":0.0058520436},"labels":[],"label_agreement":null},{"id":"W4200456160","doi":"10.1016/j.cemconcomp.2021.104381","title":"A methodological approach applied to elaborate alkali-activated binders for mine paste backfills","year":2021,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":false,"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; Ground granulated blast-furnace slag; Portland cement; Materials science; Fly ash; Compressive strength; Slag (welding); Waste management; Metallurgy; Cement; Composite material; Engineering","score_opus":0.07639163122840892,"score_gpt":0.2571486817170684,"score_spread":0.18075705048865948,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200456160","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013951336,0.00027546787,0.9808735,0.00017801207,0.0000599186,0.00029580994,0.00008281124,0.00008007288,0.0042030886],"genre_scores_gemma":[0.12467373,0.0007067332,0.86790806,0.00010477677,0.000025220155,0.0005309793,0.000089277644,0.000070747396,0.0058904854],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99773824,0.00083406793,0.00021799337,0.00044939274,0.0006278577,0.00013240338],"domain_scores_gemma":[0.99842846,0.00050561223,0.00014757643,0.00036017483,0.0005285369,0.000029562554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0038533479,0.00071216223,0.000594114,0.0019012784,0.001337603,0.002527292,0.001355272,0.001141246,0.0031491541],"category_scores_gemma":[0.0039145723,0.00048789778,0.0011735058,0.0011687557,0.0022180798,0.0018728917,0.0016404213,0.0016344859,0.00084865757],"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":[0.00018572154,0.00042077675,0.003187427,0.0015337832,0.0001843374,0.0007243801,0.002343983,0.020344853,0.3568737,0.45964622,0.0009785899,0.15357624],"study_design_scores_gemma":[0.00012154222,0.0005809575,0.003933053,0.00039024255,0.00022182727,0.001043086,0.0026862216,0.076352246,0.5444769,0.25457296,0.11540737,0.00021354109],"about_ca_topic_score_codex":0.0019342207,"about_ca_topic_score_gemma":0.005745941,"teacher_disagreement_score":0.0038533479,"about_ca_system_score_codex":0.0010935153,"about_ca_system_score_gemma":0.0028526452,"threshold_uncertainty_score":0.020378709},"labels":[],"label_agreement":null},{"id":"W4205490352","doi":"10.1007/s10706-021-02030-4","title":"Influence of Load Path and Effective Stress on One-Dimensional Deformation of Cemented Paste Backfill (CPB) During Deposition and Curing","year":2022,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Environment and Climate Change Canada","funders":"","keywords":"Materials science; Cement; Consolidation (business); Composite material; Curing (chemistry); Stress (linguistics); Modulus; Geotechnical engineering; Effective stress; Hydraulic conductivity; Geology","score_opus":0.004078224019678731,"score_gpt":0.15961670534696237,"score_spread":0.15553848132728365,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205490352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992685,0.00003038976,0.00031818764,0.0000065406834,0.0000025289094,0.0000017179134,0.00006119278,0.000013408993,0.00029761743],"genre_scores_gemma":[0.99962914,0.000016184616,0.00012474039,0.0000025876575,4.58462e-7,0.0000015920157,0.000033202217,0.0000053960684,0.0001867136],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998987,0.000011970442,0.0000068733775,0.0000248427,0.000028229048,0.000029336972],"domain_scores_gemma":[0.9996885,0.00018285484,0.000040824052,0.000024021823,0.00003754391,0.00002624439],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019078297,0.00018923775,0.00022263384,0.00019154578,0.00021957976,0.00030575384,0.0001908663,0.0003503235,0.0022976715],"category_scores_gemma":[0.0005546588,0.00015713557,0.0001967028,0.00022081954,0.0004113114,0.00028223312,0.00016463475,0.00021926407,0.00018806208],"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":[0.003127848,0.0002025093,0.022382732,0.0001747165,0.000025436946,0.00090057834,0.00063181965,0.02586485,0.9267274,0.00033013412,0.00021485535,0.019417109],"study_design_scores_gemma":[0.000046789508,0.0014466748,0.21055602,0.000023250124,0.000051184943,0.00030997387,0.0007109512,0.05240474,0.73308575,0.00019005222,0.001112589,0.00006194595],"about_ca_topic_score_codex":0.0012748684,"about_ca_topic_score_gemma":0.0019722418,"teacher_disagreement_score":0.0022976715,"about_ca_system_score_codex":0.00019598559,"about_ca_system_score_gemma":0.00023781117,"threshold_uncertainty_score":0.007686496},"labels":[],"label_agreement":null},{"id":"W4206169179","doi":"10.3390/min12010093","title":"Insight into Saturated Hydraulic Conductivity of Cemented Paste Backfill Containing Polycarboxylate Ether-Based Superplasticizer","year":2022,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"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","keywords":"Superplasticizer; Hydraulic conductivity; Materials science; Tailings; Curing (chemistry); Conductivity; Cement; Composite material; Environmental science; Metallurgy; Chemistry; Soil science; Soil water","score_opus":0.01949702035025965,"score_gpt":0.21265603711320347,"score_spread":0.1931590167629438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206169179","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954555,0.00039615305,0.0030198803,0.000046689882,0.000007627571,0.000009413908,0.00016025352,0.000026696976,0.00087773375],"genre_scores_gemma":[0.9981988,0.00021148557,0.0009836621,0.000020390737,0.000002449313,0.0000063801926,0.0000799892,0.0000061840487,0.00049064885],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983454,0.00002447677,0.000010136447,0.000033747387,0.00006608615,0.000031068415],"domain_scores_gemma":[0.9997863,0.0000978041,0.00004584812,0.0000108786935,0.00004881191,0.00001023817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027641156,0.00016511645,0.00016799472,0.00025656915,0.00009914914,0.00019883265,0.0001738164,0.00029039747,0.0013316567],"category_scores_gemma":[0.00037316704,0.00011321775,0.00016287254,0.00021470341,0.00027269227,0.000529004,0.00013512606,0.0003192069,0.00018674071],"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":[0.00006445784,0.0000108082995,0.00052114244,0.000044939552,0.0000022129454,0.00003541459,0.000030464482,0.0002553262,0.99759656,0.00009230016,0.000019053556,0.0013271609],"study_design_scores_gemma":[0.0000031102493,0.00010055987,0.0027365957,0.0000035259545,0.0000049634336,0.00003438232,0.00008149841,0.003066549,0.99346924,0.000069778056,0.00042298867,0.0000068587683],"about_ca_topic_score_codex":0.000534818,"about_ca_topic_score_gemma":0.0008318535,"teacher_disagreement_score":0.0013316567,"about_ca_system_score_codex":0.00020183035,"about_ca_system_score_gemma":0.00013377723,"threshold_uncertainty_score":0.004454851},"labels":[],"label_agreement":null},{"id":"W4206256346","doi":"10.2139/ssrn.3968956","title":"Coupled Effects of Activator Type/Concentration and Curing Temperature on the Unconfined Compressive Strength of Alkali-Activated Slag-Based Cemented Paste Backfill","year":2021,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Compressive strength; Curing (chemistry); Materials science; Composite material; Alkali metal; Activator (genetics); Chemistry","score_opus":0.005072045452696956,"score_gpt":0.18748743043886978,"score_spread":0.18241538498617282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206256346","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99916005,0.00021844209,0.00022993358,0.000008925318,0.0000057272364,0.0000029514229,0.00005926079,0.000012760809,0.0003018963],"genre_scores_gemma":[0.9994288,0.00008901547,0.00010366143,0.000006214746,0.0000015676309,0.0000017809656,0.000026873411,0.000007116739,0.00033492106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998067,0.000028641003,0.000018393439,0.00003378425,0.00006086091,0.00005168332],"domain_scores_gemma":[0.9994374,0.0002727,0.000111383895,0.000033828568,0.00009586648,0.000048708214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030615696,0.00023358173,0.00023944565,0.00016981589,0.00014617278,0.00032856548,0.00019668591,0.00020657646,0.0020404612],"category_scores_gemma":[0.00068325456,0.00017862572,0.0002329301,0.00018630904,0.0003153951,0.0002695871,0.0001447693,0.0003277021,0.0003146209],"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":[0.0009957264,0.000025297943,0.0006516988,0.000043852677,0.000008650285,0.00004568196,0.000042138294,0.0007408695,0.995503,0.00003511163,0.000021121848,0.0018868601],"study_design_scores_gemma":[0.0000050290146,0.00025835205,0.0028079567,0.0000026340015,0.000013299199,0.000013517601,0.000031169882,0.0009972912,0.99573517,0.000009027639,0.00012044488,0.0000060837906],"about_ca_topic_score_codex":0.0011627532,"about_ca_topic_score_gemma":0.0021546285,"teacher_disagreement_score":0.0020404612,"about_ca_system_score_codex":0.00022997765,"about_ca_system_score_gemma":0.00033005455,"threshold_uncertainty_score":0.006826043},"labels":[],"label_agreement":null},{"id":"W4206601896","doi":"10.2139/ssrn.3969622","title":"Insight into the Isothermal Multiphysics Processes in Cemented Paste Backfill: Effect of Curing Time and Cement-to-Tailings Ratio","year":2021,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Tailings; Curing (chemistry); Cement; Isothermal process; Materials science; Geotechnical engineering; Composite material; Multiphysics; Metallurgy; Engineering; Finite element method; Structural engineering","score_opus":0.003579288496596204,"score_gpt":0.18817264101179917,"score_spread":0.18459335251520298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206601896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9066357,0.0010564871,0.08189391,0.00058989204,0.00007894132,0.00005573785,0.00035209148,0.00036132787,0.0089758895],"genre_scores_gemma":[0.9966754,0.00018805244,0.0018243233,0.000025390274,0.0000073252204,0.000007934341,0.000042081952,0.000031619085,0.0011978879],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999887,0.000009207484,0.0000036128622,0.00002587862,0.000049663857,0.0000246104],"domain_scores_gemma":[0.99985826,0.000079954094,0.000018472105,0.000016027445,0.000019063998,0.000008144801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025227907,0.0003936088,0.00028420563,0.0002842338,0.00020061605,0.00042554757,0.0004460642,0.000421363,0.0028493893],"category_scores_gemma":[0.0005262681,0.0002995532,0.0003711508,0.00020727547,0.00054643065,0.00086368184,0.0002476658,0.00069019437,0.0002526447],"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":[0.00014942893,0.00015000877,0.0015570674,0.000107436106,0.00001298222,0.00021813787,0.00019145325,0.035448544,0.94755644,0.0050212755,0.0001876709,0.009399524],"study_design_scores_gemma":[0.0000232542,0.0001814511,0.020656023,0.000017838833,0.000023370207,0.00021698099,0.0003143039,0.52863544,0.4420046,0.0060404856,0.0018303889,0.00005587497],"about_ca_topic_score_codex":0.0012889844,"about_ca_topic_score_gemma":0.0011226063,"teacher_disagreement_score":0.0028493893,"about_ca_system_score_codex":0.00035673997,"about_ca_system_score_gemma":0.00043545972,"threshold_uncertainty_score":0.009532213},"labels":[],"label_agreement":null},{"id":"W4207071052","doi":"10.1007/s00603-022-02776-0","title":"Time-Dependent Stability Analyses of Side-Exposed Backfill Considering Creep of Surrounding Rock Mass","year":2022,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Creep; Rock mass classification; Geotechnical engineering; Cohesion (chemistry); Geology; Cmin; Excavation; Materials science; Composite material","score_opus":0.02678195188656826,"score_gpt":0.21308753361829377,"score_spread":0.1863055817317255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4207071052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93290144,0.0002683707,0.06181129,0.00006962708,0.000026310023,0.000013677868,0.00007419926,0.00013182982,0.004703147],"genre_scores_gemma":[0.9980896,0.000038139566,0.00078359805,0.0000037033828,0.0000028993516,0.0000038866897,0.000022866341,0.000009466981,0.0010458326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998877,0.000016881424,0.000004515388,0.000021438418,0.000036874913,0.00003254454],"domain_scores_gemma":[0.9997013,0.000105339044,0.000057759302,0.000026609303,0.00009209081,0.00001676868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032253732,0.00040270705,0.0006123646,0.00042272964,0.000352292,0.0005056893,0.00051626266,0.0007126847,0.0016914828],"category_scores_gemma":[0.000641846,0.00018144405,0.0007670069,0.00022082165,0.00062929565,0.00048589424,0.00042615892,0.00028583198,0.00019173308],"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":[0.00043075913,0.00007085382,0.0039061713,0.0001260176,0.000052768,0.0006950204,0.0001634869,0.9245093,0.05515414,0.0030235357,0.00031552467,0.011552435],"study_design_scores_gemma":[0.0000027634476,0.000043514065,0.0010023504,0.0000036453687,0.000010745935,0.000025345898,0.000039686147,0.99564725,0.0028925026,0.00023720847,0.00008952124,0.000005326141],"about_ca_topic_score_codex":0.004472281,"about_ca_topic_score_gemma":0.0035678146,"teacher_disagreement_score":0.004472281,"about_ca_system_score_codex":0.000295787,"about_ca_system_score_gemma":0.0004240618,"threshold_uncertainty_score":0.008892536},"labels":[],"label_agreement":null},{"id":"W4214669654","doi":"10.5772/intechopen.100020","title":"Integrating the Safety Management of Tailings Facilities to the ISO Model and to the Global Industry Standard on Tailings Management","year":2022,"lang":"en","type":"book-chapter","venue":"Mining Technology","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; Tailings dam; Engineering; Business; Construction engineering","score_opus":0.015371157113506636,"score_gpt":0.2116957042864616,"score_spread":0.19632454717295494,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214669654","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0033465058,0.004821331,0.06048752,0.005414524,0.0017934777,0.00016714091,0.00014354603,0.00041965078,0.9234063],"genre_scores_gemma":[0.06408958,0.013903591,0.06299561,0.0058810287,0.0011047244,0.0002474418,0.00068507146,0.00049858354,0.8505944],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.998035,0.00020124359,0.0000612469,0.00009894486,0.0014907373,0.00011272497],"domain_scores_gemma":[0.99899226,0.0002491874,0.00005971572,0.00011299978,0.0005524548,0.00003345872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010375911,0.0006502474,0.00028059195,0.0014229586,0.0014036308,0.003650731,0.0011194834,0.0022041877,0.008945768],"category_scores_gemma":[0.0017560098,0.00026077675,0.00055176584,0.0014468643,0.0025156108,0.002908777,0.0014691373,0.0029413442,0.003780214],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012111819,0.000059567472,0.00032480134,0.0003744203,0.000005565571,0.00020238238,0.0014629497,0.0036012386,0.0017010261,0.671462,0.120703876,0.20009005],"study_design_scores_gemma":[0.0000019173242,0.00002532637,0.00045422037,0.00030585073,0.0000062863833,0.000133438,0.0004633463,0.0010247614,0.00071910676,0.04749763,0.9493538,0.000014234255],"about_ca_topic_score_codex":0.019407362,"about_ca_topic_score_gemma":0.03907348,"teacher_disagreement_score":0.019407362,"about_ca_system_score_codex":0.0036783933,"about_ca_system_score_gemma":0.0055333325,"threshold_uncertainty_score":0.038588822},"labels":[],"label_agreement":null},{"id":"W4214725155","doi":"10.3390/min12030293","title":"Applying a Generalized FMEA Framework to an Oil Sands Tailings Dam Closure Plan in Alberta, Canada","year":2022,"lang":"en","type":"article","venue":"Minerals","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":true,"ca_institutions":"University of Alberta","funders":"Canadian Natural Resources Limited; Alberta Energy Regulator","keywords":"Tailings; Dam failure; Oil sands; Nuclear decommissioning; Tailings dam; Closure (psychology); Land reclamation; Failure mode and effects analysis; Plan (archaeology); Environmental science; Mining engineering; Engineering; Waste management; Geology; Asphalt","score_opus":0.013862136397209688,"score_gpt":0.207592563916487,"score_spread":0.19373042751927733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214725155","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3028349,0.0022353956,0.60705745,0.0019252405,0.00015892537,0.001965903,0.0031066546,0.0009568887,0.079758644],"genre_scores_gemma":[0.74742246,0.000989318,0.23344547,0.00021423148,0.000030729312,0.00032198377,0.0016814244,0.00013399273,0.015760394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9985415,0.00048443608,0.00004584281,0.00015865752,0.00045593487,0.00031377064],"domain_scores_gemma":[0.9982303,0.0008917766,0.0000800375,0.00003495439,0.0006671742,0.000095715266],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032993867,0.0011781865,0.0006447837,0.0026977062,0.001231959,0.0024671885,0.0016075094,0.0009759231,0.0038613346],"category_scores_gemma":[0.003780151,0.0005741924,0.0012565922,0.0017252801,0.0011843854,0.0004738412,0.001175429,0.00096754165,0.00015893509],"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":[0.000022992353,0.000023725106,0.0016038582,0.000044827873,0.000021153612,0.00008659161,0.00007227497,0.9790684,0.00017709236,0.0046246713,0.00058708806,0.013667304],"study_design_scores_gemma":[0.000015407513,0.00005307825,0.0016712592,0.000051136452,0.000036116948,0.000016783866,0.00041228285,0.9896305,0.00021160771,0.004345933,0.0035360248,0.000019815854],"about_ca_topic_score_codex":0.8870444,"about_ca_topic_score_gemma":0.8944415,"teacher_disagreement_score":0.11295557,"about_ca_system_score_codex":0.018665003,"about_ca_system_score_gemma":0.024283435,"threshold_uncertainty_score":0.22724152},"labels":[],"label_agreement":null},{"id":"W4214727990","doi":"10.3390/mining2010007","title":"Cemented Paste Backfill (CPB) Material Properties for Undercut Analysis","year":2022,"lang":"en","type":"article","venue":"Mining","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Undercut; Geotechnical engineering; Compressive strength; Power function; Ultimate tensile strength; Structural engineering; Materials science; Mathematics; Geology; Engineering; Composite material; Mathematical analysis","score_opus":0.030153019073692583,"score_gpt":0.1979142468700074,"score_spread":0.1677612277963148,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214727990","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28920177,0.007517972,0.67085546,0.00036368062,0.00021750871,0.00047365588,0.004644549,0.003944643,0.022780782],"genre_scores_gemma":[0.8289814,0.0023332683,0.15955734,0.00017372986,0.00004358437,0.00033615774,0.0023178966,0.0009237989,0.0053328373],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99862707,0.00010552119,0.00005605113,0.00012075702,0.0010503179,0.000040309173],"domain_scores_gemma":[0.9975726,0.00076563633,0.0003776003,0.00033588152,0.00090204197,0.000046269386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019895865,0.0011621547,0.00080844405,0.0033319057,0.00038010624,0.0009160955,0.0009189047,0.00070929417,0.0063151726],"category_scores_gemma":[0.003727709,0.0004424559,0.00071620673,0.0022802968,0.00040534593,0.0013258157,0.00064735475,0.0010697871,0.0029121907],"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":[0.00044656775,0.00020659414,0.016737929,0.0017175304,0.000075183656,0.00080075226,0.00035418966,0.024935065,0.61931753,0.006125448,0.006055661,0.3232275],"study_design_scores_gemma":[0.000039346785,0.002105182,0.062205303,0.00046515453,0.00018022081,0.0023978392,0.0005714551,0.15683502,0.66528445,0.008392348,0.101308785,0.00021498304],"about_ca_topic_score_codex":0.0013706236,"about_ca_topic_score_gemma":0.0034997812,"teacher_disagreement_score":0.0063151726,"about_ca_system_score_codex":0.00048519234,"about_ca_system_score_gemma":0.0006147572,"threshold_uncertainty_score":0.02112633},"labels":[],"label_agreement":null},{"id":"W4214922676","doi":"10.1016/j.scitotenv.2022.154245","title":"A benchmarking study of four numerical runout models for the simulation of tailings flows","year":2022,"lang":"en","type":"review","venue":"The Science of The Total Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":28,"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 Waterloo; Queen's University; Klohn Crippen Berger (Canada); Golder Associates (Canada); University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Tailings; Benchmarking; Tailings dam; Flow (mathematics); Debris flow; Sensitivity (control systems); Geology; Geotechnical engineering; Mining engineering; Civil engineering; Environmental science; Computer science; Engineering; Debris; Mathematics; Business","score_opus":0.05610037592638221,"score_gpt":0.2535370002699858,"score_spread":0.19743662434360362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214922676","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9819666,0.0001866431,0.012547523,0.00017726544,0.000041508236,0.000098708355,0.000367548,0.00019769299,0.0044164476],"genre_scores_gemma":[0.99183196,0.00008138823,0.0072891405,0.000026148176,0.000006879695,0.00007487568,0.00026172912,0.000033669512,0.00039414153],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988932,0.00055032724,0.00009666813,0.00012620472,0.00018883325,0.00014475446],"domain_scores_gemma":[0.99323153,0.004855944,0.00046043994,0.0005258304,0.0006962149,0.0002300208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0032649906,0.0012446862,0.0011591054,0.0011932595,0.00063595263,0.0015360607,0.0015442137,0.0017812491,0.0010020698],"category_scores_gemma":[0.0079109585,0.00046370202,0.001165082,0.0008038442,0.00083129655,0.000962577,0.0009423259,0.001235339,0.00012663858],"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":[0.000116484036,0.00016256282,0.0056388984,0.00004501043,0.000038523223,0.00007605184,0.000056088284,0.9891061,0.001087068,0.0007988557,0.00014335518,0.0027309998],"study_design_scores_gemma":[0.000013091516,0.00010810848,0.001096572,0.000007129697,0.000010490316,0.00000763491,0.000038014445,0.9975115,0.00095428375,0.0001315381,0.00011104169,0.000010512598],"about_ca_topic_score_codex":0.014579906,"about_ca_topic_score_gemma":0.007440512,"teacher_disagreement_score":0.014579906,"about_ca_system_score_codex":0.0013870939,"about_ca_system_score_gemma":0.00082276453,"threshold_uncertainty_score":0.02899003},"labels":[],"label_agreement":null},{"id":"W4220715362","doi":"10.1016/j.powtec.2022.117322","title":"Strength and microstructural evolution of alkali-activated slag-based cemented paste backfill: Coupled effects of activator composition and temperature","year":2022,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Curing (chemistry); Materials science; Compressive strength; Modulus; Composite material; Activator (genetics); Chemistry","score_opus":0.0028062578969909845,"score_gpt":0.17271719183313128,"score_spread":0.1699109339361403,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220715362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999154,0.000113784416,0.00031543127,0.0000081429225,0.0000028997263,0.0000022247098,0.00012791491,0.000020067868,0.00025566117],"genre_scores_gemma":[0.9995846,0.000027799288,0.000104024424,0.0000031605148,7.397789e-7,0.0000019010158,0.000062748666,0.0000043933587,0.00021054734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998715,0.0000099462095,0.000009486713,0.00002610734,0.00005137554,0.000031569107],"domain_scores_gemma":[0.99979514,0.000046329777,0.000063525025,0.000013022776,0.000058540576,0.00002351585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023351895,0.00019091982,0.00021710224,0.00033928547,0.0001766321,0.00025844295,0.00023876788,0.00026665276,0.001370424],"category_scores_gemma":[0.00029998535,0.00017773344,0.00027677973,0.00022753574,0.0003648117,0.00031678102,0.00012556385,0.00024182418,0.00017506522],"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":[0.00050215115,0.000022317548,0.0019450838,0.0000339355,0.00000958278,0.000065336324,0.000041986874,0.00083539303,0.99501824,0.00006498473,0.00003982371,0.0014211496],"study_design_scores_gemma":[0.000006772314,0.00031912475,0.019548425,0.0000039184156,0.000020619724,0.00006084965,0.00010475434,0.004747826,0.9748326,0.000036677182,0.00030885063,0.000009685638],"about_ca_topic_score_codex":0.0017808278,"about_ca_topic_score_gemma":0.002903452,"teacher_disagreement_score":0.0017808278,"about_ca_system_score_codex":0.00027149895,"about_ca_system_score_gemma":0.0002702142,"threshold_uncertainty_score":0.004584551},"labels":[],"label_agreement":null},{"id":"W4220761900","doi":"10.1016/j.conbuildmat.2022.127009","title":"Dynamic mechanical response and damage evolution of cemented tailings backfill with alkalized rice straw under SHPB cycle impact load","year":2022,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Split-Hopkinson pressure bar; Materials science; Impact energy; Dynamic load testing; Tailings; Composite material; Modulus; Rock blasting; Strain rate; Geotechnical engineering; Geology; Metallurgy","score_opus":0.005712088422033052,"score_gpt":0.2132253892845073,"score_spread":0.20751330086247424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220761900","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992649,0.000042630087,0.00022310593,0.000011889597,0.000007205671,0.0000031067877,0.00009458638,0.00002074221,0.00033182697],"genre_scores_gemma":[0.99920505,0.000022571512,0.000069691305,0.000007904619,0.0000013655452,0.000002621923,0.00006247381,0.000003752237,0.0006246329],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997243,0.0000131004135,0.0000142138715,0.000052157757,0.000114719754,0.0000814303],"domain_scores_gemma":[0.9997422,0.00005374104,0.00004931132,0.000024826142,0.00008729132,0.000042664076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019270483,0.00038078282,0.00041654753,0.00041406404,0.00049390906,0.00023352697,0.00034980808,0.00078860926,0.004257428],"category_scores_gemma":[0.000325818,0.00026453906,0.00042990665,0.00041342134,0.0005660858,0.00042674592,0.00026640293,0.00040489947,0.00036275067],"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":[0.0022995144,0.00015723503,0.011277901,0.00012292677,0.000036559864,0.0009866274,0.00042387762,0.0068752314,0.9706623,0.00008965854,0.00026966436,0.006798513],"study_design_scores_gemma":[0.000033707784,0.0020591521,0.19073318,0.000024967238,0.00007718342,0.0004474847,0.0015269609,0.034645893,0.76887363,0.00016279024,0.0013472232,0.00006784521],"about_ca_topic_score_codex":0.0030031092,"about_ca_topic_score_gemma":0.004751358,"teacher_disagreement_score":0.004257428,"about_ca_system_score_codex":0.00025720647,"about_ca_system_score_gemma":0.0001732008,"threshold_uncertainty_score":0.01424253},"labels":[],"label_agreement":null},{"id":"W4221113181","doi":"10.3389/fmats.2022.864264","title":"Experimental Study on Direct Tensile Properties of Cemented Paste Backfill","year":2022,"lang":"en","type":"article","venue":"Frontiers in Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Key Research and Development Program of China","keywords":"Ultimate tensile strength; Materials science; Compressive strength; Composite material; Tensile testing; Slurry; Curing (chemistry); Cementitious; Cement","score_opus":0.018849302283041307,"score_gpt":0.20046054545775155,"score_spread":0.18161124317471025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221113181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996367,0.00059608626,0.0015430449,0.000015362524,0.000019338895,0.00003816025,0.00037374216,0.000032570537,0.001014697],"genre_scores_gemma":[0.9950381,0.00044476218,0.002937279,0.00001622924,0.000010089907,0.00005193312,0.0002475621,0.000017788823,0.0012361918],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991897,0.00007151039,0.000080111524,0.00013958593,0.00045365066,0.000065362736],"domain_scores_gemma":[0.9990453,0.00019713335,0.00022736719,0.00010153469,0.00034365978,0.00008494997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006956841,0.0007319207,0.00044307293,0.0005993858,0.00028592598,0.00021980496,0.0004226841,0.00054154295,0.00224426],"category_scores_gemma":[0.0007377284,0.00026179143,0.00036929306,0.00064843503,0.00037024874,0.00043755939,0.0002815172,0.0005942151,0.00032922864],"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":[0.00012782776,0.00010125249,0.0006760651,0.00011982169,0.00000816892,0.000095109746,0.000074387135,0.00036535083,0.99585056,0.000043079774,0.000028242059,0.0025101742],"study_design_scores_gemma":[0.000014737372,0.001845774,0.006490204,0.00001415191,0.000030458075,0.0000954699,0.00010202396,0.0007945736,0.9894965,0.00002756761,0.0010740261,0.000014487114],"about_ca_topic_score_codex":0.0006375749,"about_ca_topic_score_gemma":0.001380951,"teacher_disagreement_score":0.00224426,"about_ca_system_score_codex":0.00022379585,"about_ca_system_score_gemma":0.00022350712,"threshold_uncertainty_score":0.007507801},"labels":[],"label_agreement":null},{"id":"W4225113236","doi":"10.11159/icgre22.241","title":"Tailings Dams Numerical Models: A Review","year":2022,"lang":"en","type":"review","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Numerical models; Environmental science; Computer science; Mining engineering; Geology; Computer simulation; Simulation; Materials science; Metallurgy","score_opus":0.018612910657220445,"score_gpt":0.21837282604565916,"score_spread":0.1997599153884387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225113236","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00072834984,0.9884412,0.0063409167,0.00025803287,0.00027983228,0.000020680789,0.00015342013,0.000102163984,0.0036752843],"genre_scores_gemma":[0.0039792545,0.99143875,0.0029229329,0.00008423165,0.00017733902,0.00002376688,0.00020205333,0.000025125892,0.0011465357],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996642,0.000049883743,0.000054642558,0.0000539519,0.00015593301,0.000021335734],"domain_scores_gemma":[0.99922824,0.0004301688,0.00007364354,0.000031365795,0.00021499261,0.000021607719],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007518242,0.0011893723,0.0014564584,0.002817528,0.00024635,0.0011872657,0.0018575372,0.0010931534,0.0043398966],"category_scores_gemma":[0.0015885464,0.00060324057,0.0010324046,0.0039616944,0.00040485818,0.0014095106,0.0006921653,0.0007667026,0.0023363081],"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":[0.00005754926,0.00008476872,0.0004965835,0.031223979,0.00017227107,0.00016053801,0.00010932018,0.016291924,0.0018570754,0.009738223,0.026391072,0.9134167],"study_design_scores_gemma":[0.000020762813,0.00012329435,0.00090014597,0.010264923,0.000352903,0.00060069223,0.00010632683,0.0073338374,0.0021423358,0.0059918775,0.9720971,0.000065685475],"about_ca_topic_score_codex":0.0027438148,"about_ca_topic_score_gemma":0.00219955,"teacher_disagreement_score":0.0043398966,"about_ca_system_score_codex":0.00046901693,"about_ca_system_score_gemma":0.0016862866,"threshold_uncertainty_score":0.01451844},"labels":[],"label_agreement":null},{"id":"W4225132549","doi":"10.11159/icgre22.229","title":"Chemical-Physical Characterization of Stava Tailings Subjected to an Innovative Aging Technique","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Universidade Federal de Minas Gerais","keywords":"Tailings; Characterization (materials science); Metallurgy; Materials science; Nanotechnology","score_opus":0.004533744937348768,"score_gpt":0.17779827917752455,"score_spread":0.1732645342401758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225132549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983919,0.0001955847,0.0008705487,0.0000059947333,0.000003916735,0.000007698285,0.00015406149,0.000013965316,0.0003561745],"genre_scores_gemma":[0.99671435,0.00023905758,0.0013680682,0.000016300233,0.000003029242,0.000009966793,0.0002701934,0.000009262667,0.0013699058],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998956,0.000010452917,0.0000070376755,0.00001955583,0.000052483058,0.00001489008],"domain_scores_gemma":[0.99984765,0.000024441706,0.0000328579,0.000012858372,0.00006850513,0.000013598151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013753407,0.00023643656,0.00015118084,0.0005593347,0.00025393162,0.0002183426,0.00014729757,0.00032404513,0.00066926505],"category_scores_gemma":[0.00017416678,0.00010710376,0.00021703354,0.00037583162,0.00021124147,0.00014078841,0.000105066065,0.00020681412,0.00017797154],"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":[0.00012264289,0.000022601307,0.0071703144,0.000052005544,0.000010621223,0.00011565795,0.00010317899,0.00032943548,0.98731846,0.00002325235,0.00003649223,0.0046953717],"study_design_scores_gemma":[0.0000070908595,0.0011066973,0.16182947,0.000016255244,0.00005947554,0.000451159,0.00035536883,0.0018020441,0.83178735,0.000042499254,0.002524994,0.000017492981],"about_ca_topic_score_codex":0.0020442544,"about_ca_topic_score_gemma":0.005664013,"teacher_disagreement_score":0.0020442544,"about_ca_system_score_codex":0.00013813536,"about_ca_system_score_gemma":0.00012768611,"threshold_uncertainty_score":0.0040647388},"labels":[],"label_agreement":null},{"id":"W4225141691","doi":"10.11159/icgre22.222","title":"A Preliminary Insight into the Water Retention Response of Sand-Silt Mixtures of Stava Tailings","year":2022,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"Politecnico di Torino","keywords":"Tailings; Silt; Geology; Geotechnical engineering; Environmental science; Metallurgy; Geomorphology; Materials science","score_opus":0.005135174519050218,"score_gpt":0.16641032343985884,"score_spread":0.16127514892080863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225141691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987274,0.0001058396,0.0007122075,0.000004198327,0.0000018543161,0.0000055201335,0.0001063468,0.0000102789345,0.000326301],"genre_scores_gemma":[0.998615,0.00008582121,0.0005008011,0.0000074592876,0.000001680578,0.0000043610917,0.00012997913,0.0000046932837,0.0006500996],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989235,0.000009760941,0.0000086602595,0.000023207815,0.000035747787,0.00003026379],"domain_scores_gemma":[0.99984574,0.000041456813,0.000028626064,0.000012663452,0.00004931605,0.000022135322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012040013,0.00023568392,0.00021539997,0.00040675915,0.0002456225,0.0002356217,0.00016532488,0.00021494635,0.0018197881],"category_scores_gemma":[0.00025399652,0.00009980099,0.00014556704,0.00031702936,0.000221132,0.00027037758,0.00020589528,0.00020075402,0.0002220428],"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":[0.00014467903,0.000019258148,0.0047013,0.00005234832,0.0000068826225,0.00006665751,0.00009077514,0.00025782528,0.99099624,0.000019000774,0.000013524702,0.0036313678],"study_design_scores_gemma":[0.0000029771195,0.0009266769,0.051387005,0.000009658018,0.000027867836,0.00014545691,0.0004992442,0.0019808142,0.94383645,0.000053735617,0.0011191927,0.000010905783],"about_ca_topic_score_codex":0.001727199,"about_ca_topic_score_gemma":0.0058724806,"teacher_disagreement_score":0.0018197881,"about_ca_system_score_codex":0.000111547524,"about_ca_system_score_gemma":0.00013970466,"threshold_uncertainty_score":0.00608778},"labels":[],"label_agreement":null},{"id":"W4225272637","doi":"10.3390/pr10050898","title":"Numerical Investigation on the Impact of Tailings Slurry on Catch Dams Built at the Downstream of a Breached Tailings Pond","year":2022,"lang":"en","type":"article","venue":"Processes","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"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","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Tailings; Tailings dam; Slurry; Upstream (networking); Flow (mathematics); Geotechnical engineering; Downstream (manufacturing); Environmental science; Computer simulation; Geology; Engineering; Environmental engineering; Mechanics; Simulation; Materials science","score_opus":0.025149903662558766,"score_gpt":0.2402759785969491,"score_spread":0.21512607493439034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225272637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98991615,0.00014847338,0.004051725,0.00012226254,0.000041201187,0.000031942825,0.00021261907,0.000105646075,0.0053700367],"genre_scores_gemma":[0.9967514,0.00008758371,0.002042617,0.000015011339,0.0000045746297,0.000021357013,0.00012079314,0.0000108575,0.0009457666],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997209,0.00005317361,0.000021834188,0.00003631434,0.000064433894,0.00010327978],"domain_scores_gemma":[0.9987863,0.0006402368,0.00017835095,0.000060148486,0.00018383001,0.00015113917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045327318,0.0006395119,0.0008390572,0.0009075034,0.0008840017,0.0008244189,0.00065716024,0.0016313158,0.0020370919],"category_scores_gemma":[0.0015456025,0.00033655792,0.0007453361,0.0007429552,0.0010011032,0.0004985005,0.00071493635,0.0007583289,0.0001640551],"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":[0.00023732397,0.000260551,0.022001091,0.00014596725,0.000055647986,0.0012584142,0.0001376135,0.96058553,0.009171916,0.0011039629,0.00053021376,0.0045117047],"study_design_scores_gemma":[0.00002296249,0.00018817437,0.005593592,0.000014061154,0.000024881754,0.000045441848,0.00024085342,0.9920853,0.0013500728,0.00015762448,0.00026061045,0.000016413243],"about_ca_topic_score_codex":0.01515423,"about_ca_topic_score_gemma":0.009813569,"teacher_disagreement_score":0.01515423,"about_ca_system_score_codex":0.0007081443,"about_ca_system_score_gemma":0.00075034436,"threshold_uncertainty_score":0.030132055},"labels":[],"label_agreement":null},{"id":"W4238695360","doi":"10.1201/9781003211488-2","title":"Backfill research in Canadian Mines","year":2021,"lang":"en","type":"book-chapter","venue":"","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":"Mining engineering; Environmental science; Geology; Forensic engineering; Engineering","score_opus":0.07508436903234113,"score_gpt":0.2551139373244226,"score_spread":0.1800295682920815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4238695360","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016613616,0.10224938,0.001793593,0.008682249,0.0016841231,0.00007019274,0.0009592989,0.00018603598,0.8677615],"genre_scores_gemma":[0.040049713,0.0558848,0.0019734325,0.0010000439,0.00014989097,0.000016861046,0.00041359276,0.000108796834,0.9004029],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.9992669,0.00003200114,0.000014322594,0.000056227516,0.0005015128,0.00012904455],"domain_scores_gemma":[0.99959606,0.00004668892,0.000012285352,0.000016250895,0.00025871428,0.00006999632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056690164,0.00062674173,0.00035030028,0.0034757126,0.005624307,0.0036995169,0.0010363932,0.0010505995,0.025632117],"category_scores_gemma":[0.0006240092,0.00032555373,0.0003789555,0.0063359635,0.0020483688,0.0012687214,0.0014244255,0.0008688656,0.0028005913],"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":[0.000054969652,0.000054219916,0.0009896656,0.0007869738,0.000008050483,0.0010031825,0.010849001,0.0016827043,0.0034328348,0.20231742,0.4740173,0.30480376],"study_design_scores_gemma":[7.2304033e-7,0.0000040992018,0.0005820607,0.00012611756,0.0000016825724,0.00009456278,0.00070115644,0.0000547585,0.00023873684,0.0010514794,0.9971396,0.000004914986],"about_ca_topic_score_codex":0.92922616,"about_ca_topic_score_gemma":0.9838891,"teacher_disagreement_score":0.07077384,"about_ca_system_score_codex":0.04731787,"about_ca_system_score_gemma":0.0630761,"threshold_uncertainty_score":0.3433168},"labels":[],"label_agreement":null},{"id":"W4242425350","doi":"10.1139/cgj-38-1-183","title":"Laboratory properties of mine tailings","year":2001,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Geotechnical engineering; Geology; Mining engineering; Environmental science; Materials science; Metallurgy","score_opus":0.01301122236298445,"score_gpt":0.17856871830753743,"score_spread":0.165557495944553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242425350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973036,0.0000950111,0.0011203273,0.000014574538,0.0000052013766,0.000015859288,0.00017481283,0.000015120761,0.0012554766],"genre_scores_gemma":[0.9976972,0.00009159626,0.0005274888,0.000015928585,0.0000045109814,0.000018234821,0.0002314023,0.000007789864,0.0014058187],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996917,0.00004204335,0.000018488909,0.00006063678,0.00013301606,0.00005411199],"domain_scores_gemma":[0.9991416,0.00021403561,0.0001415087,0.00007345228,0.00035328208,0.0000761677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003687153,0.00017562932,0.0001729356,0.00032361815,0.0005520099,0.00042871185,0.0003528057,0.00034645668,0.0019016332],"category_scores_gemma":[0.00095976016,0.00016797229,0.00023133325,0.00027276558,0.0004909091,0.00042519113,0.00030460343,0.00036808415,0.00036545898],"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":[0.0009422335,0.00045001542,0.047961365,0.000078466495,0.000029861701,0.00020553566,0.00048916053,0.0016644159,0.93543315,0.00039046354,0.00037389834,0.011981337],"study_design_scores_gemma":[0.00007576776,0.003766024,0.17430243,0.000025238283,0.00006564411,0.0004396487,0.0011503707,0.006246309,0.81017476,0.0007233055,0.002987586,0.00004275623],"about_ca_topic_score_codex":0.0073077055,"about_ca_topic_score_gemma":0.008564053,"teacher_disagreement_score":0.0073077055,"about_ca_system_score_codex":0.00046250242,"about_ca_system_score_gemma":0.0005657155,"threshold_uncertainty_score":0.014530361},"labels":[],"label_agreement":null},{"id":"W4242723189","doi":"10.24124/2017/1377","title":"Sediment-associated contaminant transport and storage dynamics in the Quesnel River from the Mount Polley Mine disaster","year":2017,"lang":"en","type":"dissertation","venue":"","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":"Okanagan College; University of Northern British Columbia","funders":"","keywords":"Tailings; Sediment; Hydrology (agriculture); Environmental science; Geology; Overburden; Tailings dam; Dredging; STREAMS; Estuary; Mining engineering; Oceanography; Geomorphology; Geotechnical engineering","score_opus":0.008202811829987453,"score_gpt":0.2016460290740218,"score_spread":0.19344321724403435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242723189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99926955,0.000027695223,0.000026996035,0.000031842977,0.0000014197266,0.0000032324588,0.00012034674,0.000004024122,0.00051480083],"genre_scores_gemma":[0.9980737,0.00006162824,0.0001805345,0.000032572334,0.0000036222968,0.000012092104,0.00024197543,0.0000039388647,0.0013900138],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99986136,0.000011718531,0.000007890532,0.000046327004,0.00004033921,0.00003247015],"domain_scores_gemma":[0.9998056,0.00001792932,0.00007630276,0.000008081647,0.0000631619,0.000028986431],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011320685,0.00014731794,0.00015447926,0.00058616727,0.0009825971,0.0006887374,0.00026891116,0.00031774983,0.0009581571],"category_scores_gemma":[0.0003578279,0.00015286391,0.0001176032,0.0007147143,0.00041578818,0.00046078526,0.0006465803,0.0003009685,0.00012561474],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000296803,0.00008883316,0.95059925,0.00008061061,0.000044276832,0.0014901806,0.0060648676,0.0007144767,0.02212167,0.00013192752,0.0010265585,0.017340397],"study_design_scores_gemma":[0.0000020634388,0.000048786573,0.9942853,0.000009419246,0.0000071950253,0.00008656493,0.0032289657,0.0002687444,0.00091645983,0.000020041514,0.0011180108,0.000008584849],"about_ca_topic_score_codex":0.12009031,"about_ca_topic_score_gemma":0.25906304,"teacher_disagreement_score":0.8799097,"about_ca_system_score_codex":0.0011656943,"about_ca_system_score_gemma":0.00079212646,"threshold_uncertainty_score":0.23878258},"labels":[],"label_agreement":null},{"id":"W4242773655","doi":"10.26434/chemrxiv.10039943","title":"A Thermal Imaging Methodology To Study Evaporation Kinetics in Mine Tailings","year":2019,"lang":"en","type":"preprint","venue":"ChemRxiv","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":"Université de Sherbrooke","funders":"","keywords":"Tailings; Bauxite; Environmental science; Diffusion; Evaporation; Thermal; Adsorption; Mining engineering; Materials science; Environmental engineering; Soil science; Chemistry; Geology; Meteorology; Metallurgy; Thermodynamics","score_opus":0.0577699337619872,"score_gpt":0.28179911172161126,"score_spread":0.22402917795962407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242773655","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7049357,0.003098791,0.28275344,0.00033067138,0.00012212983,0.00018254129,0.0006742429,0.00072277087,0.0071797394],"genre_scores_gemma":[0.8555497,0.0020631726,0.13610086,0.00013122361,0.000047387824,0.00019727122,0.00030238545,0.00012482575,0.0054831593],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998679,0.00001521388,0.0000066598777,0.000042191154,0.000049139915,0.00001888475],"domain_scores_gemma":[0.9997811,0.00008547778,0.000045092886,0.000027469076,0.00004691405,0.000014031037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031019532,0.00029374592,0.000175521,0.00039990802,0.00023292168,0.00033492138,0.00031521023,0.00047661285,0.0009105912],"category_scores_gemma":[0.00037185964,0.00026352107,0.00020581539,0.0003284712,0.00024461778,0.00046759917,0.00023921883,0.000732055,0.00027379947],"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":[0.000020887926,0.000023534161,0.0008048802,0.00005725604,0.000005245485,0.000038771275,0.000039521907,0.00079365977,0.9930239,0.00031732483,0.00010009391,0.0047750147],"study_design_scores_gemma":[0.0000070551087,0.00010723898,0.005883058,0.000012265396,0.000011590063,0.00026480237,0.00008416031,0.03681981,0.95386887,0.00023907231,0.0026807368,0.00002130501],"about_ca_topic_score_codex":0.0010013516,"about_ca_topic_score_gemma":0.0013971347,"teacher_disagreement_score":0.0010013516,"about_ca_system_score_codex":0.00025172046,"about_ca_system_score_gemma":0.00022151839,"threshold_uncertainty_score":0.0030462146},"labels":[],"label_agreement":null},{"id":"W4244758340","doi":"10.26434/chemrxiv.10039943.v2","title":"A Thermal Imaging Methodology To Study Evaporation Kinetics in Mine Tailings","year":2020,"lang":"en","type":"preprint","venue":"ChemRxiv","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":"Université de Sherbrooke","funders":"","keywords":"Tailings; Bauxite; Evaporation; Environmental science; Diffusion; Thermal; Mining engineering; Materials science; Geology; Meteorology; Metallurgy; Thermodynamics","score_opus":0.0776069009527529,"score_gpt":0.2873795270822826,"score_spread":0.20977262612952968,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4244758340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7034833,0.0031893544,0.28472173,0.000303592,0.00012580797,0.00019496598,0.0007900567,0.0007608443,0.0064304518],"genre_scores_gemma":[0.83707935,0.0022818353,0.15513809,0.0001394026,0.00004927894,0.00025120028,0.0003635995,0.0001235133,0.004573751],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984586,0.00001839916,0.000008123072,0.000048893744,0.000057968315,0.000020779167],"domain_scores_gemma":[0.99977094,0.00008826851,0.000048822567,0.000028269944,0.000049412254,0.000014204397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037223898,0.00032739603,0.00019724651,0.00043416777,0.00024271879,0.00034411738,0.00032170603,0.0004933618,0.0007962685],"category_scores_gemma":[0.00041121058,0.0002537073,0.00023005356,0.0003607747,0.0002459154,0.00047063036,0.00024441545,0.0008037665,0.0002360478],"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":[0.000022918477,0.00002563069,0.0008840003,0.00007307216,0.0000064188102,0.000035455392,0.000043783275,0.0008366259,0.99306434,0.00030644122,0.000097914424,0.0046034204],"study_design_scores_gemma":[0.0000074924205,0.00011754168,0.0062253242,0.000013800976,0.000013918959,0.00025437522,0.00008830144,0.033321768,0.95693696,0.00022981917,0.002767427,0.000023284718],"about_ca_topic_score_codex":0.00093828316,"about_ca_topic_score_gemma":0.001481925,"teacher_disagreement_score":0.00093828316,"about_ca_system_score_codex":0.0002605819,"about_ca_system_score_gemma":0.00023881045,"threshold_uncertainty_score":0.0026637316},"labels":[],"label_agreement":null},{"id":"W4245789967","doi":"10.1007/s12665-020-09014-2","title":"Solutions to estimate the excess PWP, settlement and volume of draining water after slurry deposition. Part II: pervious base","year":2020,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Fonds de recherche du Québec – Nature et technologies; Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Slurry; Impervious surface; Consolidation (business); Deposition (geology); Environmental science; Volume (thermodynamics); Environmental engineering; Geotechnical engineering; Settlement (finance); Tailings; Pervious concrete; Waste management; Hydrology (agriculture); Engineering; Geology; Materials science; Composite material","score_opus":0.014318122442337093,"score_gpt":0.19710714722389092,"score_spread":0.18278902478155382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245789967","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08207179,0.0017533255,0.90385914,0.0006211626,0.000093596645,0.00025105182,0.002067927,0.0012461125,0.008035995],"genre_scores_gemma":[0.53068715,0.003443637,0.4363102,0.00020111121,0.00008847757,0.0009714623,0.0028464722,0.00022354693,0.02522791],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962103,0.000054005683,0.000029524566,0.00009630005,0.0001679631,0.000031029656],"domain_scores_gemma":[0.9996649,0.00012999076,0.000035338504,0.000037342736,0.00012125245,0.000011125863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000745111,0.00083382,0.0007187346,0.0016025641,0.0004023987,0.0011546776,0.0015068717,0.0013897147,0.0044883206],"category_scores_gemma":[0.002529725,0.00067918363,0.00059783115,0.00087784254,0.00022121487,0.0010785039,0.0010548135,0.0006907515,0.0016649608],"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":[0.00020427199,0.00018730434,0.024535747,0.0010362604,0.0001796464,0.00021533796,0.000315111,0.3623319,0.065126725,0.008826028,0.0047950256,0.53224665],"study_design_scores_gemma":[0.00006959302,0.00036997444,0.023901265,0.00022254478,0.0001237064,0.00032914215,0.0006628528,0.8556498,0.081088774,0.020289315,0.017182272,0.00011068073],"about_ca_topic_score_codex":0.009973094,"about_ca_topic_score_gemma":0.008859142,"teacher_disagreement_score":0.009973094,"about_ca_system_score_codex":0.00093403884,"about_ca_system_score_gemma":0.0011923641,"threshold_uncertainty_score":0.019830108},"labels":[],"label_agreement":null},{"id":"W4246334534","doi":"10.18063/nn.v1i1.378","title":"Designing Paste Thickeners for Copper Flotation Tailings, Using Bed depth Scale-up Factor","year":2018,"lang":"ca","type":"article","venue":"Nanoscience and Nanotechnology","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":"Queen's University","funders":"","keywords":"Tailings; Flocculation; Volume (thermodynamics); Materials science; Copper; Environmental science; Pulp and paper industry; Metallurgy; Environmental engineering; Engineering","score_opus":0.03184793315334474,"score_gpt":0.26144446549689626,"score_spread":0.2295965323435515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246334534","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91615236,0.0030622764,0.07479635,0.00013482691,0.00007729437,0.00068059965,0.000376921,0.0003962557,0.0043231393],"genre_scores_gemma":[0.8779615,0.0016918113,0.11701017,0.00008293517,0.000028763136,0.0002888903,0.0003524859,0.00007285465,0.0025106012],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997255,0.00003327218,0.00003862074,0.000058896163,0.00011224724,0.00003136758],"domain_scores_gemma":[0.99967635,0.00004107666,0.00011806393,0.000025396052,0.00010945213,0.00002973378],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043082336,0.0009048015,0.00046679782,0.0010501712,0.0002336882,0.00056467956,0.00051286,0.00051755924,0.0011813315],"category_scores_gemma":[0.0006895439,0.0002701977,0.00062271074,0.00060666347,0.00016321037,0.001035138,0.0003593884,0.00047340532,0.0005395789],"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":[0.00013034766,0.0001521852,0.0013749267,0.0004522143,0.000020393618,0.00010160756,0.000038691687,0.0010667316,0.9654515,0.00014910438,0.000120393444,0.030941835],"study_design_scores_gemma":[0.00007279487,0.002840578,0.012083907,0.000062525214,0.00015108917,0.00025423637,0.00012022811,0.004066995,0.9729706,0.0001657043,0.0071800523,0.000031112595],"about_ca_topic_score_codex":0.00069546635,"about_ca_topic_score_gemma":0.0023043412,"teacher_disagreement_score":0.0011813315,"about_ca_system_score_codex":0.0002935712,"about_ca_system_score_gemma":0.0002636402,"threshold_uncertainty_score":0.0039519668},"labels":[],"label_agreement":null},{"id":"W4246447991","doi":"10.1007/s00128-001-0122-y","title":"Metal Concentrations in Bivalves Living in and Around Copper Mine Tailings Released After a Tailings Dam Breach","year":2001,"lang":"en","type":"article","venue":"Bulletin of Environmental Contamination and Toxicology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Fisheries and Oceans Canada","funders":"","keywords":"Tailings; Copper mine; Tailings dam; Copper; Environmental science; Ecotoxicology; Mining engineering; Geology; Environmental chemistry; Metallurgy; Chemistry; Materials science","score_opus":0.006247173294167849,"score_gpt":0.1865420285111065,"score_spread":0.18029485521693864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4246447991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99961483,0.000020826139,0.000030466206,0.000005189586,0.000002482396,0.0000024974413,0.00008166105,0.0000015419959,0.00024045506],"genre_scores_gemma":[0.99753284,0.0000510298,0.00010742497,0.000021192383,0.000005119482,0.000009160785,0.00023816685,0.0000029923453,0.0020320546],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998759,0.000010605356,0.000009203475,0.000044743316,0.000024688687,0.00003485796],"domain_scores_gemma":[0.99973136,0.000026766887,0.000051215186,0.000014510346,0.00010898256,0.00006721248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001143796,0.0003978725,0.00042169046,0.0007900259,0.0009765713,0.000753931,0.00027734524,0.0006898824,0.0011272867],"category_scores_gemma":[0.00036480196,0.0003744915,0.00027580373,0.00035455398,0.0006088626,0.00031340425,0.0005559084,0.0003432689,0.00041011503],"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":[0.003053375,0.00023164321,0.81532323,0.000074963595,0.0000976827,0.000908096,0.0036425048,0.0002075496,0.1712935,0.000041136285,0.00017058941,0.004955739],"study_design_scores_gemma":[0.000008220835,0.0004822072,0.99154717,0.000006199734,0.000040818042,0.0002512345,0.0016693784,0.00017256757,0.005480093,0.000019577334,0.00031474835,0.000007763212],"about_ca_topic_score_codex":0.015067929,"about_ca_topic_score_gemma":0.024452733,"teacher_disagreement_score":0.015067929,"about_ca_system_score_codex":0.00036084675,"about_ca_system_score_gemma":0.00024285767,"threshold_uncertainty_score":0.029960454},"labels":[],"label_agreement":null},{"id":"W4253103226","doi":"10.4095/219889","title":"Mine Tailings Characterization Using PROBE Data (Preliminary Results)","year":2002,"lang":"en","type":"report","venue":"","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":"Natural Resources Canada","funders":"","keywords":"Tailings; Characterization (materials science); Mining engineering; Geology; Environmental science; Metallurgy; Materials science; Nanotechnology","score_opus":0.10138477585303943,"score_gpt":0.2628645433830166,"score_spread":0.1614797675299772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253103226","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9793985,0.000054352673,0.013772251,0.00006142235,0.0000046630594,0.00011225602,0.0023375647,0.0003383984,0.003920493],"genre_scores_gemma":[0.9761906,0.00006845065,0.01865826,0.000030698688,0.0000022129818,0.000055440218,0.0022292838,0.00003178555,0.0027332504],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99988735,0.000006529485,0.0000028920801,0.000023440543,0.000057908666,0.000021854576],"domain_scores_gemma":[0.9998288,0.000019169322,0.000010222273,0.000015306103,0.00011128012,0.000015052272],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012410294,0.0002342077,0.00015924408,0.0003401108,0.00027432074,0.00033507656,0.00025286304,0.00031851506,0.0015936444],"category_scores_gemma":[0.0004472436,0.000110451074,0.00011904832,0.00047530988,0.00015962172,0.00038086268,0.00020375407,0.00019379104,0.00035531496],"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":[0.00048282734,0.00020460656,0.112854786,0.00010884184,0.000022642625,0.000381431,0.00058010855,0.008498487,0.7518835,0.00023475269,0.002605621,0.12214231],"study_design_scores_gemma":[0.000075642725,0.0005698816,0.5214983,0.000015577698,0.000054542055,0.0005852739,0.0013446751,0.06271057,0.40059826,0.0002684422,0.012220556,0.000058275946],"about_ca_topic_score_codex":0.09602878,"about_ca_topic_score_gemma":0.20782071,"teacher_disagreement_score":0.09602878,"about_ca_system_score_codex":0.00052258733,"about_ca_system_score_gemma":0.0007060304,"threshold_uncertainty_score":0.19093966},"labels":[],"label_agreement":null},{"id":"W4253183592","doi":"10.26434/chemrxiv.10039943.v1","title":"A Thermal Imaging Methodology To Study Evaporation Kinetics in Mine Tailings","year":2019,"lang":"en","type":"preprint","venue":"ChemRxiv","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":"Rio Tinto (Canada); Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Ministère de l'Énergie et des Ressources Naturelles; Université de Sherbrooke","keywords":"Tailings; Bauxite; Evaporation; Environmental science; Diffusion; Thermal; Mining engineering; Materials science; Environmental engineering; Geology; Meteorology; Metallurgy; Thermodynamics","score_opus":0.0577699337619872,"score_gpt":0.28179911172161126,"score_spread":0.22402917795962407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253183592","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70337754,0.0032021194,0.28505042,0.0002944214,0.00012204259,0.00019146877,0.0007665612,0.00072539126,0.006269978],"genre_scores_gemma":[0.83959645,0.002260367,0.1527573,0.00013368407,0.000048599428,0.00024216037,0.00034741042,0.00011927767,0.004494612],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984646,0.000018492545,0.000008109687,0.000048694794,0.00005755065,0.000020694202],"domain_scores_gemma":[0.99977094,0.00008886008,0.000048875303,0.000028312521,0.000049000053,0.000014082947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003696148,0.00032723657,0.00019899917,0.00043736404,0.00023902846,0.00034093633,0.00031696528,0.00048757982,0.00078025926],"category_scores_gemma":[0.00041065883,0.00025144772,0.0002291551,0.0003600657,0.00024484296,0.00046772734,0.000242319,0.000792219,0.00023071471],"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":[0.000023256287,0.00002581634,0.0009092384,0.00007377242,0.000006527131,0.000036201734,0.000043944234,0.00084298005,0.9929675,0.0003080812,0.00009570908,0.004667096],"study_design_scores_gemma":[0.0000074566474,0.00011657475,0.006320576,0.0000136185945,0.000014071735,0.0002571614,0.000086959364,0.033626147,0.9565989,0.00023010239,0.0027056113,0.000022939588],"about_ca_topic_score_codex":0.0009285538,"about_ca_topic_score_gemma":0.0014717766,"teacher_disagreement_score":0.0009285538,"about_ca_system_score_codex":0.00025914144,"about_ca_system_score_gemma":0.00023412198,"threshold_uncertainty_score":0.0026102066},"labels":[],"label_agreement":null},{"id":"W4255067050","doi":"10.5194/nhess-2020-199","title":"Tailings-flow runout analysis: Examining the applicability of a semi-physical area–volume relationship using a novel database","year":2020,"lang":"en","type":"preprint","venue":"","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 Waterloo; Queen's University; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; Suncor Energy Incorporated","keywords":"Tailings; Geology; Volume (thermodynamics); Tailings dam; Volcano; Flow (mathematics); Mining engineering; STREAMS; Scale (ratio); Environmental science; Geotechnical engineering; Hydrology (agriculture); Geography; Computer science","score_opus":0.09556409311086587,"score_gpt":0.2622549768601392,"score_spread":0.16669088374927332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255067050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9507845,0.00018160518,0.03837193,0.00004516253,0.000017803852,0.00011236682,0.008466784,0.00076031813,0.0012595251],"genre_scores_gemma":[0.9562881,0.00007537337,0.031042188,0.000012565342,0.000014947549,0.00010281833,0.012099004,0.000042654683,0.00032241308],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99765563,0.00057182316,0.00033656007,0.00071051496,0.0006154468,0.00010999934],"domain_scores_gemma":[0.98548746,0.008865077,0.0016601132,0.0018645052,0.0018493145,0.00027352228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034112986,0.00045790372,0.00050945824,0.004967489,0.00025312498,0.0017341387,0.0009821838,0.0006321646,0.0008774331],"category_scores_gemma":[0.011145853,0.00015972754,0.00047051974,0.0031788128,0.0002951349,0.0015921519,0.0009334952,0.00035265254,0.00047528086],"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":[0.0007324506,0.00049410464,0.787396,0.00020803184,0.00028294005,0.00022993014,0.00039940022,0.055430885,0.0071491697,0.0016252892,0.0019605386,0.14409122],"study_design_scores_gemma":[0.000034302608,0.0004128668,0.36997667,0.000027441669,0.00006923663,0.00040704696,0.00044485126,0.61575884,0.008468508,0.0010094619,0.0033384378,0.00005229735],"about_ca_topic_score_codex":0.00611248,"about_ca_topic_score_gemma":0.00451623,"teacher_disagreement_score":0.00611248,"about_ca_system_score_codex":0.0005441632,"about_ca_system_score_gemma":0.00039343286,"threshold_uncertainty_score":0.018040836},"labels":[],"label_agreement":null},{"id":"W4280537389","doi":"10.1029/2021wr030574","title":"Initial Distribution and Interannual Decrease of Suspended Sediment in a Two‐Basin Lake Following a Massive Mine Tailings Spill: Quesnel Lake, BC, Canada","year":2022,"lang":"en","type":"article","venue":"Water Resources Research","topic":"Tailings Management and Properties","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":true,"ca_institutions":"University of Northern British Columbia; Fisheries and Oceans Canada; University of British Columbia","funders":"","keywords":"Structural basin; Hydrology (agriculture); Sediment; Tailings; Drainage basin; Tonne; Geology; Environmental science; Sedimentary budget; Sediment transport; Geomorphology; Geography; Archaeology; Geotechnical engineering","score_opus":0.02090245013475195,"score_gpt":0.27288659704735596,"score_spread":0.251984146912604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280537389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99674666,0.00005824609,0.00007914114,0.00013834178,0.0000046819705,0.000014352375,0.0017352403,0.00001802218,0.0012053004],"genre_scores_gemma":[0.9973991,0.000052026568,0.0001526938,0.00003997168,0.0000023185794,0.0000112554935,0.001022999,0.0000061514656,0.001313454],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99980646,0.000009195511,0.000008602425,0.000045157205,0.0000578904,0.00007268371],"domain_scores_gemma":[0.9992501,0.00003381223,0.000079321,0.00001964186,0.00041961484,0.00019738296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024146544,0.00028727145,0.00028406855,0.00076075183,0.0019712867,0.0011596648,0.0007960526,0.00042663552,0.0018714062],"category_scores_gemma":[0.000798607,0.0003114972,0.00032740104,0.0013067151,0.0007124087,0.00034987993,0.00079935044,0.00048327915,0.00025451698],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015771805,0.000055670054,0.98723817,0.000022373935,0.00007791766,0.00021924796,0.0010786247,0.002334871,0.0021800366,0.0001232623,0.001897708,0.0046144286],"study_design_scores_gemma":[0.0000061629294,0.000010974064,0.9945831,0.00000847495,0.000011688595,0.000015880261,0.0012168771,0.0030612166,0.00018121123,0.000018635443,0.0008728856,0.000012899163],"about_ca_topic_score_codex":0.99105304,"about_ca_topic_score_gemma":0.99686855,"teacher_disagreement_score":0.02045163,"about_ca_system_score_codex":0.02045163,"about_ca_system_score_gemma":0.012706541,"threshold_uncertainty_score":0.14838761},"labels":[],"label_agreement":null},{"id":"W4280582665","doi":"10.1007/s11356-022-20677-1","title":"Invertebrate metal accumulation and toxicity from sediments affected by the Mount Polley mine disaster","year":2022,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Lethbridge","funders":"Natural Sciences and Engineering Research Council of Canada; Environment and Climate Change Canada","keywords":"Hyalella azteca; Tailings; Invertebrate; Bioaccumulation; Sediment; Environmental chemistry; Ecotoxicology; Environmental science; Biota; Geology; Ecology; Amphipoda; Biology; Chemistry; Crustacean","score_opus":0.03530361408098251,"score_gpt":0.26980519875913644,"score_spread":0.23450158467815393,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280582665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99968576,0.00002377636,0.000013469847,0.000006936341,9.2069615e-7,0.0000017834003,0.000054963075,8.894694e-7,0.00021152064],"genre_scores_gemma":[0.99860686,0.000054428925,0.00004329242,0.00001626882,0.0000021556184,0.0000037499194,0.00014220567,0.0000013302881,0.0011297537],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9999291,0.000008176618,0.000005268714,0.000017514947,0.000017196828,0.000022881604],"domain_scores_gemma":[0.9999101,0.000007262067,0.000034358338,0.0000042748775,0.00002134485,0.0000227236],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006919391,0.00020971165,0.00019078098,0.00066418643,0.0007681066,0.0004903505,0.00016485924,0.000358627,0.00091807154],"category_scores_gemma":[0.00019469467,0.00022570776,0.00015621843,0.00033470528,0.00037391146,0.00019698865,0.0004577595,0.00032585094,0.0001688365],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027746994,0.00026183872,0.7499317,0.00011295854,0.00014844014,0.0020491523,0.0011017263,0.00042530175,0.2368189,0.00007511727,0.00029154585,0.0060086255],"study_design_scores_gemma":[0.0000073953934,0.00037904087,0.99247086,0.0000028850484,0.00002064721,0.00031724246,0.00052319263,0.00011846179,0.0057934844,0.000020386162,0.00034235485,0.000004033814],"about_ca_topic_score_codex":0.011642224,"about_ca_topic_score_gemma":0.02177099,"teacher_disagreement_score":0.9883578,"about_ca_system_score_codex":0.0003660549,"about_ca_system_score_gemma":0.00020586427,"threshold_uncertainty_score":0.023148894},"labels":[],"label_agreement":null},{"id":"W4281791845","doi":"10.1007/s10706-022-02181-y","title":"Behaviour of Backfill Undergoing Cementation Under Cyclic Loading","year":2022,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"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","keywords":"Geotechnical engineering; Liquefaction; Pore water pressure; Earthquake shaking table; Cementation (geology); Water table; Geology; Cement; Groundwater; Materials science; Composite material","score_opus":0.01322486134327541,"score_gpt":0.19330878683820998,"score_spread":0.18008392549493457,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281791845","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990134,0.000031513504,0.00020291704,0.00001218486,0.0000040338555,0.0000031682061,0.0001716342,0.000029592149,0.00053155376],"genre_scores_gemma":[0.999181,0.000018162142,0.00007378199,0.000006916039,0.0000010821332,0.0000027135202,0.00017008117,0.000007895555,0.00053842703],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998293,0.000015954496,0.00001027057,0.000029174234,0.000055331457,0.000059961745],"domain_scores_gemma":[0.9995442,0.0001493797,0.00007559993,0.000042916203,0.00012703783,0.000060875635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002260338,0.00023889517,0.000348643,0.00047522126,0.0004207657,0.00045205635,0.00030534514,0.0006495029,0.0042073014],"category_scores_gemma":[0.0007163061,0.00016082099,0.00033316665,0.00047457803,0.00057988527,0.00036650305,0.00020106454,0.0003017687,0.000530144],"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":[0.005010314,0.00021478193,0.023484815,0.00014939529,0.000046040754,0.001661701,0.00087425055,0.013925863,0.94216335,0.00031261137,0.0005441531,0.011612702],"study_design_scores_gemma":[0.000051918916,0.0032540874,0.16606718,0.000035604386,0.00008051327,0.00076388725,0.0020413955,0.06304015,0.761903,0.00031724374,0.0023436935,0.00010142],"about_ca_topic_score_codex":0.0056742462,"about_ca_topic_score_gemma":0.004330129,"teacher_disagreement_score":0.0056742462,"about_ca_system_score_codex":0.00029839054,"about_ca_system_score_gemma":0.00035477054,"threshold_uncertainty_score":0.014074862},"labels":[],"label_agreement":null},{"id":"W4281797957","doi":"10.3390/min12060678","title":"Evaluation of Rheology Measurements Techniques for Pressure Loss in Mine Paste Backfill Transportation","year":2022,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rheology; Rheometer; Slump; Bingham plastic; Materials science; Geotechnical engineering; Viscosity; Viscometer; Geology; Composite material; Cement","score_opus":0.056659387903650237,"score_gpt":0.26677835109792064,"score_spread":0.2101189631942704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281797957","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8812161,0.0034169478,0.11181481,0.0001908283,0.000108651795,0.00021736794,0.000508371,0.000505776,0.0020211006],"genre_scores_gemma":[0.9556816,0.0011150184,0.04203062,0.00003831275,0.00002565447,0.00011690141,0.00020336389,0.00006826886,0.0007201847],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9976042,0.0005374728,0.00016886448,0.00029674562,0.0013136332,0.00007912843],"domain_scores_gemma":[0.99575555,0.0013686127,0.00086699345,0.00032597416,0.0015932937,0.00008966983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002494908,0.0007369997,0.00043785688,0.0017976877,0.00030276665,0.0005738441,0.0006211459,0.0004970557,0.00051239267],"category_scores_gemma":[0.0059261066,0.00029787066,0.0004494345,0.0014097375,0.00037253575,0.0010742925,0.00041594854,0.00068167667,0.00028374887],"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":[0.0009103002,0.0003309221,0.075836726,0.00062978204,0.00012483886,0.00025882293,0.00071604614,0.003984185,0.7695063,0.00038413674,0.0005721912,0.14674582],"study_design_scores_gemma":[0.000027004247,0.0020221833,0.10817433,0.00007398885,0.00019561438,0.00071908213,0.0007039325,0.038833253,0.8459227,0.0002676155,0.0029477726,0.00011240004],"about_ca_topic_score_codex":0.00074736535,"about_ca_topic_score_gemma":0.0013628835,"teacher_disagreement_score":0.002494908,"about_ca_system_score_codex":0.00029231413,"about_ca_system_score_gemma":0.00032076184,"threshold_uncertainty_score":0.013194442},"labels":[],"label_agreement":null},{"id":"W4281846508","doi":"10.1520/gtj20210038","title":"Cemented Paste Backfill Hydraulic Conductivity Evolution from 30 Minutes to 1 Week","year":2022,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Environment and Climate Change Canada","funders":"","keywords":"Geotechnical engineering; Hydraulic conductivity; Geology; Soil water; Soil science","score_opus":0.04381844765300594,"score_gpt":0.21663877941109352,"score_spread":0.1728203317580876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281846508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976661,0.00017929151,0.0009913716,0.000018914227,0.0000095556825,0.000008446904,0.00033588914,0.00009704723,0.0006934148],"genre_scores_gemma":[0.99841976,0.000059715545,0.00034343562,0.000011238038,0.0000019421134,0.000011552322,0.0002399984,0.000011409819,0.0009009347],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982977,0.000009694825,0.000009515901,0.000041298386,0.00006885806,0.00004080872],"domain_scores_gemma":[0.99973196,0.000054929245,0.00006183115,0.00002876425,0.00008591835,0.00003658853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015623645,0.00021617356,0.00020066407,0.00028908066,0.00016770294,0.00025065092,0.00024686378,0.00022381464,0.0016864513],"category_scores_gemma":[0.0004353377,0.00011702842,0.00014205778,0.00026628206,0.00023725584,0.00033567016,0.0001656212,0.0004150033,0.0003844284],"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":[0.0006467853,0.00010294068,0.0051140157,0.000059591475,0.000008662611,0.00012401526,0.00017964769,0.0005059366,0.98237765,0.00006905076,0.00020853832,0.010603133],"study_design_scores_gemma":[0.0000049648215,0.0005431587,0.023157194,0.0000056184113,0.000010910204,0.000044360957,0.00016818015,0.0019212721,0.9730302,0.00003994404,0.0010581933,0.000015973357],"about_ca_topic_score_codex":0.0017332343,"about_ca_topic_score_gemma":0.00273613,"teacher_disagreement_score":0.0017332343,"about_ca_system_score_codex":0.0003298092,"about_ca_system_score_gemma":0.00023875809,"threshold_uncertainty_score":0.0056417584},"labels":[],"label_agreement":null},{"id":"W4282842865","doi":"10.1007/s10706-022-02186-7","title":"Predicting the Isotropic Volumetric Compression Response of Hydrating Cemented Paste Backfill (CPB)","year":2022,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Oedometer test; Compression (physics); Isotropy; Materials science; Geotechnical engineering; Compressive strength; Yield (engineering); Compression test; Composite material; Geology; Physics; Soil water","score_opus":0.009462728218974165,"score_gpt":0.17376244351482212,"score_spread":0.16429971529584794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4282842865","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943869,0.000041363277,0.004310999,0.000018899473,0.0000048800425,0.000010089383,0.00018543922,0.0001495065,0.00089188415],"genre_scores_gemma":[0.99901664,0.000018642088,0.00057363056,0.0000031107859,8.4195517e-7,0.0000035684318,0.00009228736,0.0000076163797,0.00028358868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989176,0.000008821802,0.0000046714913,0.000021087983,0.000047026224,0.000026588625],"domain_scores_gemma":[0.99982834,0.00007339608,0.000021733593,0.000015746307,0.00004340238,0.000017365164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022570151,0.00044089195,0.0003026443,0.0003319226,0.00018404394,0.00043518707,0.00041360423,0.00056196033,0.0008987953],"category_scores_gemma":[0.00048907514,0.00018732173,0.00027022063,0.00033903876,0.00028052292,0.00036379605,0.00023867274,0.0003027626,0.00027274896],"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":[0.0007709703,0.00020742252,0.022526843,0.000088156,0.000020278178,0.0001878736,0.000051312967,0.7921298,0.1580341,0.00037391784,0.00031892274,0.025290368],"study_design_scores_gemma":[0.000014521885,0.00019294144,0.0121820755,0.0000034256434,0.000009654692,0.00002315932,0.00004776401,0.9230334,0.06419153,0.000095386684,0.00019321212,0.000012826019],"about_ca_topic_score_codex":0.013134392,"about_ca_topic_score_gemma":0.009984697,"teacher_disagreement_score":0.013134392,"about_ca_system_score_codex":0.00046146664,"about_ca_system_score_gemma":0.0005388709,"threshold_uncertainty_score":0.026115894},"labels":[],"label_agreement":null},{"id":"W4283011553","doi":"10.3390/min12060763","title":"Expansion Properties of Cemented Foam Backfill Utilizing Coal Gangue and Fly Ash","year":2022,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"China University of Mining and Technology; Natural Science Foundation of Jiangsu Province; Government of Jiangsu Province; National Science Fund for Distinguished Young Scholars; China Postdoctoral Science Foundation; National Natural Science Foundation of China; National Science Foundation","keywords":"Carbonation; Fly ash; Materials science; Cement; Volume (thermodynamics); Compressive strength; Foaming agent; Gangue; Ettringite; Coal; Composite material; Brittleness; Lime; Slurry; Metallurgy; Waste management; Portland cement; Porosity","score_opus":0.02760856482635505,"score_gpt":0.19867215280504863,"score_spread":0.1710635879786936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283011553","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986236,0.0003982823,0.00054091547,0.000008471008,0.000004321137,0.000005707182,0.00006291947,0.000016124159,0.00033975331],"genre_scores_gemma":[0.9986089,0.00020739976,0.0005873374,0.0000065358545,0.0000025423583,0.0000075955177,0.00010449651,0.0000047858484,0.0004704189],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998952,0.000010602658,0.000007414523,0.000016168959,0.000050917566,0.00001969541],"domain_scores_gemma":[0.9998872,0.000023430372,0.00003220715,0.000005328681,0.000030360015,0.000021414662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020727784,0.0002931416,0.00015351202,0.0003691641,0.00012334988,0.00012343847,0.00012163788,0.00016104458,0.0008226814],"category_scores_gemma":[0.00025756966,0.00010111827,0.00017785178,0.00022869675,0.00016222453,0.0002469038,0.00015814975,0.00023362071,0.00011543829],"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":[0.0001363465,0.000024625399,0.00090982486,0.00007324095,0.0000047446806,0.00008367028,0.000056675344,0.00036925243,0.9949397,0.000065408094,0.000034613207,0.003301803],"study_design_scores_gemma":[0.000007647107,0.00068119226,0.009707087,0.0000128615475,0.000015081223,0.00014220567,0.00007730011,0.0025249934,0.9854172,0.000027543545,0.0013725547,0.000014502804],"about_ca_topic_score_codex":0.001294987,"about_ca_topic_score_gemma":0.0024536257,"teacher_disagreement_score":0.001294987,"about_ca_system_score_codex":0.00012248066,"about_ca_system_score_gemma":0.0001067691,"threshold_uncertainty_score":0.0027521849},"labels":[],"label_agreement":null},{"id":"W4283385340","doi":"10.4025/actascibiolsci.v44i1.59175","title":"Aftershocks of the Samarco disaster: diminished growth and increased metal content of Raphanus sativus cultivated in soil with mining tailings","year":2022,"lang":"en","type":"article","venue":"Acta Scientiarum Biological Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Fundação de Amparo à Pesquisa do Estado de Minas Gerais; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Tailings; Raphanus; Environmental science; Agronomy; Biomass (ecology); Soil quality; Soil water; Chemistry; Biology; Soil science","score_opus":0.029675107431755755,"score_gpt":0.19712293291765595,"score_spread":0.1674478254859002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283385340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996866,0.0000563517,0.000051649815,0.0000105982535,0.0000016083922,0.0000027263613,0.000058915553,0.000005733348,0.0001258243],"genre_scores_gemma":[0.99834967,0.000084751126,0.00022733306,0.00003378495,0.000001791977,0.000010469505,0.0002488787,0.000009773013,0.0010336775],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99991214,0.000010512824,0.000006749525,0.000031442807,0.000014631707,0.000024433679],"domain_scores_gemma":[0.99982905,0.00002119893,0.000045761313,0.000018499348,0.000025105903,0.000060253908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000087270666,0.0003810479,0.0003149702,0.00023106873,0.00021339928,0.00022379991,0.00024607044,0.00029072407,0.0005777516],"category_scores_gemma":[0.00012631019,0.00018387432,0.00029678727,0.00019120092,0.00019652469,0.00022003477,0.00031899914,0.0004822189,0.00018207506],"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":[0.00026413664,0.000056005327,0.00306575,0.000025454843,0.000012130682,0.0001294085,0.000102050544,0.000031301068,0.99520147,0.000012831434,0.000013605985,0.0010859987],"study_design_scores_gemma":[0.000038078877,0.003388528,0.58102036,0.000015404139,0.00009162516,0.00062637334,0.001214571,0.0011479139,0.41069072,0.000113702925,0.0016110096,0.000041654526],"about_ca_topic_score_codex":0.0035960076,"about_ca_topic_score_gemma":0.005627964,"teacher_disagreement_score":0.0035960076,"about_ca_system_score_codex":0.00030630644,"about_ca_system_score_gemma":0.00025073648,"threshold_uncertainty_score":0.007150173},"labels":[],"label_agreement":null},{"id":"W4283737696","doi":"10.1016/j.resourpol.2022.102862","title":"A unified metric for costing tailings dams and the consequences for tailings management","year":2022,"lang":"en","type":"article","venue":"Resources Policy","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tailings; Activity-based costing; Metric (unit); Tonne; Balanced scorecard; Environmental science; Environmental economics; Operations management; Business; Waste management; Engineering; Economics; Accounting; Process management","score_opus":0.01771218096058999,"score_gpt":0.24171795952607691,"score_spread":0.22400577856548692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283737696","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13897428,0.0013920028,0.80328846,0.0025673315,0.000228229,0.0003956368,0.0018598671,0.00031031918,0.0509839],"genre_scores_gemma":[0.8235703,0.00077215896,0.17133081,0.000084195395,0.000032615495,0.0001855429,0.0004740153,0.00006717265,0.0034831935],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99286133,0.0024706633,0.0004319215,0.00038823107,0.0034875483,0.00036033904],"domain_scores_gemma":[0.99257106,0.0023944706,0.0013965791,0.0007557086,0.0026756104,0.00020650723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005665528,0.0010128365,0.0006680877,0.004253668,0.0008531331,0.004614239,0.0014670297,0.0013726007,0.0021798706],"category_scores_gemma":[0.021236982,0.00031615916,0.0007108946,0.0043612183,0.0018375997,0.0055008526,0.0024030746,0.0014344984,0.00022740345],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008022798,0.000087722896,0.017767837,0.0002516204,0.000073320676,0.00017644612,0.00037044912,0.43181387,0.00222145,0.44274598,0.0045614587,0.099849604],"study_design_scores_gemma":[0.00002005589,0.0003666928,0.026935775,0.00036597156,0.000082441155,0.00046490048,0.0025595722,0.7552626,0.008383406,0.16287245,0.04242983,0.000256388],"about_ca_topic_score_codex":0.03549589,"about_ca_topic_score_gemma":0.037440706,"teacher_disagreement_score":0.03549589,"about_ca_system_score_codex":0.0074958554,"about_ca_system_score_gemma":0.0057224957,"threshold_uncertainty_score":0.070578516},"labels":[],"label_agreement":null},{"id":"W4283767557","doi":"10.20944/preprints202207.0010.v1","title":"Recycling Strategies of Mine Tailing, with Environmental, Safety, Technical and Materials Considerations","year":2022,"lang":"en","type":"preprint","venue":"Preprints.org","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":"University of Guelph","funders":"","keywords":"Tailings; Hazardous waste; Environmental planning; Risk analysis (engineering); Engineering; Business; Environmental science; Waste management","score_opus":0.06009348538365684,"score_gpt":0.2734857930697014,"score_spread":0.21339230768604456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283767557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4301129,0.24461077,0.20952183,0.0035209712,0.000623321,0.0006784705,0.0005632496,0.0005376341,0.10983081],"genre_scores_gemma":[0.76838976,0.116938904,0.0794419,0.0007335126,0.00020718522,0.00021121981,0.00034723047,0.00012496566,0.03360523],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993073,0.00011191516,0.000060738683,0.000096501375,0.00030206778,0.00012143272],"domain_scores_gemma":[0.99967206,0.00006290701,0.0000619107,0.000042714575,0.0001424588,0.000017918204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009322944,0.0007734247,0.00069965946,0.002475868,0.0009887579,0.0023547143,0.0010290904,0.0014796279,0.0031179371],"category_scores_gemma":[0.00081355375,0.00028128913,0.00091793726,0.0016031181,0.00068785116,0.002119226,0.0010370372,0.00070227915,0.0015243037],"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":[0.00040007752,0.00039156686,0.006614882,0.009175232,0.00015875141,0.0018606735,0.00092799513,0.012093381,0.1876867,0.039802954,0.003801349,0.73708653],"study_design_scores_gemma":[0.000048669142,0.0022404615,0.0123289805,0.0041818884,0.000750864,0.0081528295,0.0039367382,0.024894832,0.5362774,0.04883748,0.35813692,0.00021299327],"about_ca_topic_score_codex":0.001118019,"about_ca_topic_score_gemma":0.0029525147,"teacher_disagreement_score":0.0031179371,"about_ca_system_score_codex":0.00063028245,"about_ca_system_score_gemma":0.0009775027,"threshold_uncertainty_score":0.010430574},"labels":[],"label_agreement":null},{"id":"W4283806495","doi":"10.20944/preprints202207.0010.v2","title":"Recycling strategies of mine tailing, and its technical and practical considerations","year":2022,"lang":"en","type":"preprint","venue":"Preprints.org","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":"University of Guelph","funders":"Mitacs","keywords":"Tailings; Hazardous waste; Sustainability; Environmental planning; Mining industry; Business; Risk analysis (engineering); Environmental science; Environmental economics; Waste management; Engineering; Mining engineering","score_opus":0.14571247021011743,"score_gpt":0.3475230065406424,"score_spread":0.20181053633052495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283806495","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.190154,0.55184335,0.16893966,0.0059667174,0.00053791126,0.0005044859,0.0004190184,0.00032885163,0.08130605],"genre_scores_gemma":[0.57176745,0.33962327,0.06605315,0.0008958804,0.00028481203,0.00028562642,0.0003112497,0.000104261766,0.020674367],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991001,0.00019969016,0.000071033646,0.00013889714,0.00034161247,0.00014875944],"domain_scores_gemma":[0.99956805,0.00011851791,0.00007461229,0.000046641373,0.00017189381,0.000020239533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014687274,0.00079805515,0.0008589587,0.0023660755,0.00094308885,0.002838223,0.0012653351,0.0016769137,0.0032039662],"category_scores_gemma":[0.00115586,0.00036745047,0.0009879721,0.0016536021,0.0009839057,0.002951935,0.0011578553,0.00094696786,0.0015371828],"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":[0.00034204274,0.00039215654,0.006066797,0.016315475,0.00016670181,0.0020139562,0.0010374117,0.015944168,0.13734657,0.07251148,0.004870366,0.7429929],"study_design_scores_gemma":[0.000043852975,0.002042472,0.008802173,0.0057043955,0.00060847984,0.008693223,0.0044047628,0.024915686,0.35272717,0.081968054,0.5098497,0.0002399218],"about_ca_topic_score_codex":0.0013503361,"about_ca_topic_score_gemma":0.0028462883,"teacher_disagreement_score":0.0032039662,"about_ca_system_score_codex":0.00084237213,"about_ca_system_score_gemma":0.0012648285,"threshold_uncertainty_score":0.010718286},"labels":[],"label_agreement":null},{"id":"W4285161130","doi":"10.11159/ijci.2022.005","title":"An Insight into the Hydraulic Response of Unsaturated Sand-Silt Mixtures of Stava Tailings","year":2022,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","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":true,"route_about_ca":false,"ca_institutions":"","funders":"Politecnico di Torino","keywords":"Tailings; Silt; Geology; Geotechnical engineering; Geochemistry; Geomorphology; Metallurgy; Materials science","score_opus":0.005565487446044733,"score_gpt":0.2201932122080945,"score_spread":0.21462772476204978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285161130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987379,0.00008689331,0.000745527,0.0000041990315,0.0000013919029,0.000004093832,0.00009939051,0.000011699962,0.00030883893],"genre_scores_gemma":[0.99910957,0.00005932039,0.0003172778,0.000004747571,9.682591e-7,0.000002924447,0.000092373695,0.0000033893652,0.0004095112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990153,0.000008947049,0.0000069958273,0.000022641376,0.000033623135,0.000026213509],"domain_scores_gemma":[0.9998839,0.00003123448,0.000025429246,0.000008790661,0.000034624463,0.000016073946],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000119811004,0.00020882634,0.00019861285,0.0005370759,0.00022843327,0.00025263507,0.00016037385,0.00019070167,0.001325968],"category_scores_gemma":[0.00019718953,0.00011282513,0.00011094086,0.00040369044,0.00026510263,0.0002567603,0.00020676306,0.00018689907,0.00015822274],"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":[0.00016148701,0.00001849745,0.008933734,0.00006795237,0.000010527545,0.000110420515,0.00015523021,0.0007174036,0.9852996,0.0000573696,0.000018728917,0.0044489857],"study_design_scores_gemma":[0.0000050373715,0.00066797243,0.10075561,0.00001555871,0.000039236573,0.00023976088,0.0011243928,0.005855978,0.8893569,0.00018036485,0.0017400766,0.00001906249],"about_ca_topic_score_codex":0.0019266264,"about_ca_topic_score_gemma":0.005276694,"teacher_disagreement_score":0.0019266264,"about_ca_system_score_codex":0.00015295068,"about_ca_system_score_gemma":0.00017259641,"threshold_uncertainty_score":0.0044357777},"labels":[],"label_agreement":null},{"id":"W4285799966","doi":"10.1680/jphmg.21.00019","title":"Pore-water pressure and liquefaction response of layered fine soils undergoing cementation","year":2022,"lang":"en","type":"article","venue":"International Journal of Physical Modelling in Geotechnics","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":"University of Ottawa","funders":"","keywords":"Liquefaction; Pore water pressure; Geotechnical engineering; Cementation (geology); Earthquake shaking table; Water table; Soil water; Settlement (finance); Geology; Soil liquefaction; Groundwater; Materials science; Composite material; Soil science; Cement","score_opus":0.014327292648859683,"score_gpt":0.2294838026677617,"score_spread":0.21515651001890201,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285799966","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933213,0.000081758335,0.000313805,0.0000049904497,0.0000022856332,0.0000037373247,0.000100613295,0.0000078634885,0.00015275617],"genre_scores_gemma":[0.99920577,0.00009228837,0.0003386026,0.0000057962397,0.0000013488882,0.000007218698,0.00009813315,0.0000032162018,0.00024769804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982834,0.000015202343,0.000012699949,0.000034228837,0.00007740882,0.00003212133],"domain_scores_gemma":[0.9998103,0.000046133304,0.00005546777,0.000010019181,0.000053081585,0.000025132957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018474934,0.00024490998,0.00024522704,0.00026737803,0.00015097181,0.00027980385,0.00016585666,0.0002912476,0.00071137],"category_scores_gemma":[0.0003469376,0.00015676755,0.00015765648,0.00028504414,0.0002551448,0.00030697708,0.00018221192,0.0003169396,0.00009619226],"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":[0.00022608448,0.00004316754,0.005569411,0.000068220405,0.000010757964,0.00011737378,0.00011862784,0.0011379729,0.98998076,0.000031402746,0.000030902007,0.0026653353],"study_design_scores_gemma":[0.000010748003,0.00077799085,0.071162365,0.000015022245,0.000029731425,0.00014347656,0.0004723359,0.0088104,0.91771954,0.000072779614,0.000757781,0.000027847427],"about_ca_topic_score_codex":0.0018413863,"about_ca_topic_score_gemma":0.0028292765,"teacher_disagreement_score":0.0018413863,"about_ca_system_score_codex":0.00014263763,"about_ca_system_score_gemma":0.000136092,"threshold_uncertainty_score":0.003661275},"labels":[],"label_agreement":null},{"id":"W4291146258","doi":"10.20944/preprints202207.0010.v3","title":"Recycling and Reuse of Mine Tailings: A Review of Advancements and Their Implications","year":2022,"lang":"en","type":"review","venue":"Preprints.org","topic":"Tailings Management and Properties","field":"Engineering","cited_by":48,"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 Guelph","funders":"Mitacs","keywords":"Tailings; Reuse; Sustainability; Hazardous waste; Environmental planning; Coal mining; Natural resource economics; Business; Waste management; China; Environmental science; Engineering; Coal; Geography","score_opus":0.16650367478541245,"score_gpt":0.3502701076018312,"score_spread":0.18376643281641875,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4291146258","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00014731633,0.9991498,0.0000780828,0.00012644765,0.00006270277,0.000003997856,0.000018437164,0.0000029119742,0.00041025985],"genre_scores_gemma":[0.00059458724,0.99904186,0.000113340844,0.00006985298,0.00004019407,0.000003182693,0.000015640328,8.6351815e-7,0.000120451354],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99940455,0.00009026765,0.00013054568,0.00011558562,0.00021622058,0.000042748943],"domain_scores_gemma":[0.99833375,0.0010328412,0.00023548878,0.000040613235,0.0003018167,0.000055523036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013547519,0.00090891006,0.0015194439,0.0045493105,0.00041362728,0.0015739406,0.0009197876,0.001204353,0.0033231103],"category_scores_gemma":[0.0021679322,0.00048714172,0.0011748726,0.0058404426,0.0006586092,0.0021199258,0.0006709059,0.0011088316,0.00092313],"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":[0.00007925077,0.000099112134,0.0004457327,0.12122088,0.00023211869,0.00018736727,0.00020655502,0.00055802363,0.0018743646,0.00607748,0.013659264,0.85535973],"study_design_scores_gemma":[0.000012041961,0.00019654288,0.0017673802,0.028096594,0.00053653057,0.0009858417,0.00025079213,0.00013661924,0.000880443,0.002392422,0.96470445,0.000040351315],"about_ca_topic_score_codex":0.0019237889,"about_ca_topic_score_gemma":0.0036935953,"teacher_disagreement_score":0.0045493105,"about_ca_system_score_codex":0.00077475695,"about_ca_system_score_gemma":0.0024320267,"threshold_uncertainty_score":0.011116922},"labels":[],"label_agreement":null},{"id":"W4293089547","doi":"10.1111/ffe.13819","title":"Experimental investigation of fiber content and length on curing time‐dependent mode‐I fracture behavior and properties of cemented paste backfill and implication to engineering design","year":2022,"lang":"en","type":"article","venue":"Fatigue & Fracture of Engineering Materials & Structures","topic":"Tailings Management and Properties","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fiber; Materials science; Stiffness; Fracture toughness; Composite material; Toughness; Curing (chemistry); Fracture (geology)","score_opus":0.025833607455281366,"score_gpt":0.21441149612358382,"score_spread":0.18857788866830244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293089547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99662447,0.00014751812,0.0026774937,0.000006875448,0.000004775218,0.000013771441,0.00017123536,0.00003650003,0.0003173418],"genre_scores_gemma":[0.99746215,0.00007700992,0.0019168116,0.0000053726144,0.0000014862196,0.000018024559,0.00006233379,0.000017495511,0.00043928903],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970585,0.000039034956,0.000022030617,0.00006572224,0.00012737371,0.00003986807],"domain_scores_gemma":[0.9990526,0.00035497698,0.0002422049,0.000101081154,0.00020502586,0.00004408086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005939046,0.0004120694,0.00022830938,0.00030912453,0.00020941813,0.00014028187,0.00026963928,0.0004268857,0.0015214694],"category_scores_gemma":[0.0008601541,0.00019581898,0.0002630321,0.0002998041,0.0003586937,0.000278864,0.00013903939,0.00037619311,0.00018777576],"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":[0.00015873146,0.000047916044,0.0006542558,0.000032248685,0.0000030393992,0.000020596724,0.000058568443,0.00059701136,0.9968066,0.00002348183,0.0000125536935,0.0015849202],"study_design_scores_gemma":[0.0000041562143,0.0005665569,0.0052830162,0.0000041129674,0.000008262199,0.000017370823,0.000039239603,0.0018465804,0.99204344,0.00001251511,0.00016666013,0.000008089778],"about_ca_topic_score_codex":0.00092900515,"about_ca_topic_score_gemma":0.0015433596,"teacher_disagreement_score":0.0015214694,"about_ca_system_score_codex":0.00020044377,"about_ca_system_score_gemma":0.00012128521,"threshold_uncertainty_score":0.0050898194},"labels":[],"label_agreement":null},{"id":"W4293173296","doi":"10.1680/jgere.22.00017","title":"Shear characteristics of the rock/cemented tailings interface exposed to sulfate attack","year":2022,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Sulfate; Tailings; Shear (geology); Direct shear test; Geotechnical engineering; Materials science; Cementitious; Composite material; Geology; Metallurgy; Cement","score_opus":0.07462474603577654,"score_gpt":0.31948316594722126,"score_spread":0.24485841991144472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293173296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989888,0.00018355894,0.00042246806,0.000005576073,0.0000056788813,0.00000614566,0.0001126076,0.000012140739,0.0002629809],"genre_scores_gemma":[0.9987206,0.0001279552,0.0003187644,0.000012345054,0.000003878165,0.0000077391405,0.00017068037,0.000007624789,0.0006303523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973816,0.00002658,0.000027668444,0.00004479726,0.00011194751,0.00005084528],"domain_scores_gemma":[0.99930215,0.0001581957,0.00021504215,0.000040881583,0.0002034183,0.000080239675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003622848,0.00038608917,0.0002765257,0.00062682113,0.00025347833,0.00033044652,0.00021079459,0.0004574506,0.0020667277],"category_scores_gemma":[0.0004904094,0.00019481518,0.0002747906,0.00036771607,0.000363765,0.00034199402,0.0002565623,0.00053895306,0.00032737543],"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":[0.0002872474,0.000025141466,0.004016829,0.0000390285,0.000008884819,0.00012186273,0.00017325836,0.00023100796,0.99317604,0.000032254185,0.000026233023,0.0018622404],"study_design_scores_gemma":[0.0000092188275,0.00096780696,0.07456108,0.000016375263,0.00003180664,0.00018840597,0.00065004366,0.0015540974,0.92121905,0.000045943085,0.00073434593,0.000021789596],"about_ca_topic_score_codex":0.0010558572,"about_ca_topic_score_gemma":0.0014545594,"teacher_disagreement_score":0.0020667277,"about_ca_system_score_codex":0.00017037544,"about_ca_system_score_gemma":0.00013495608,"threshold_uncertainty_score":0.0069139004},"labels":[],"label_agreement":null},{"id":"W4293531294","doi":"10.3390/geosciences12090319","title":"Recycling and Reuse of Mine Tailings: A Review of Advancements and Their Implications","year":2022,"lang":"en","type":"review","venue":"Geosciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Guelph","funders":"","keywords":"Tailings; Reuse; Sustainability; Hazardous waste; Environmental planning; Coal mining; Natural resource economics; Waste management; Environmental science; Business; Engineering; Environmental protection; Environmental resource management; Coal","score_opus":0.05553627263326394,"score_gpt":0.29254646859579786,"score_spread":0.23701019596253392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293531294","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00019201137,0.99901044,0.00007789862,0.00012789168,0.00006302878,0.0000040003415,0.000019045074,0.0000027633266,0.00050281244],"genre_scores_gemma":[0.0006592483,0.99898416,0.00010693856,0.00006272712,0.00003640519,0.000002912966,0.0000146126495,7.023737e-7,0.00013229894],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994948,0.000076817276,0.00010832601,0.000093550785,0.00018798,0.000038504193],"domain_scores_gemma":[0.99886215,0.00067203055,0.00018880054,0.00002598198,0.00021287097,0.00003809061],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001102569,0.00088466617,0.0013884552,0.0041963356,0.00038739355,0.0015161609,0.00081745285,0.001068109,0.0034445517],"category_scores_gemma":[0.0015800671,0.00044110176,0.0011394948,0.0055160527,0.0005542609,0.0019748001,0.0006055927,0.0009984481,0.0008551124],"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":[0.000071996765,0.00010483752,0.0005048068,0.12822625,0.00021476457,0.00024666244,0.00022384715,0.00063812826,0.0022876796,0.006603079,0.013159872,0.847718],"study_design_scores_gemma":[0.000010741229,0.00020626502,0.001971881,0.02698586,0.0005017858,0.0011497997,0.00027715683,0.00016053875,0.00095505966,0.002328431,0.9654155,0.00003698682],"about_ca_topic_score_codex":0.0018769653,"about_ca_topic_score_gemma":0.00392011,"teacher_disagreement_score":0.0041963356,"about_ca_system_score_codex":0.0006820968,"about_ca_system_score_gemma":0.002258205,"threshold_uncertainty_score":0.011523187},"labels":[],"label_agreement":null},{"id":"W4296120085","doi":"10.1007/s11356-022-23053-1","title":"Synergistic effect of activator nature and curing temperature on time-dependent rheological behavior of cemented paste backfill containing alkali-activated slag","year":2022,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Fundamental Research Funds for the Central Universities","keywords":"Thixotropy; Rheology; Curing (chemistry); Portland cement; Materials science; Cement; Composite material","score_opus":0.012310786854305084,"score_gpt":0.2571563235298346,"score_spread":0.2448455366755295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296120085","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917233,0.0002978426,0.0002407868,0.000014100002,0.000011914191,0.0000040286877,0.000047152473,0.000013887333,0.00019802673],"genre_scores_gemma":[0.9992011,0.00018848674,0.00025423116,0.000007610147,0.0000045627085,0.000004289842,0.000035862922,0.0000054359894,0.0002984497],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998317,0.000030421652,0.000019769108,0.000030974013,0.00003784545,0.00004917315],"domain_scores_gemma":[0.9997273,0.000108662876,0.00006178725,0.000017406352,0.000042626758,0.000042253832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002490216,0.00030500823,0.00032808376,0.0001714628,0.00014196096,0.00029927862,0.00018643968,0.00020683187,0.0014117332],"category_scores_gemma":[0.0004732395,0.00014503695,0.00029840053,0.00020330887,0.00023441995,0.00033203274,0.00013555503,0.00032813067,0.0001933654],"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":[0.0014580467,0.000059245045,0.0004897043,0.0000764984,0.000011962494,0.000058946636,0.00005820557,0.0003365002,0.99552613,0.00002977412,0.000031414467,0.0018634772],"study_design_scores_gemma":[0.000014018747,0.0006607525,0.003301818,0.000005270835,0.000035506873,0.000028133822,0.00005643061,0.0012678659,0.99431,0.000010200946,0.00029645851,0.000013504345],"about_ca_topic_score_codex":0.0005974885,"about_ca_topic_score_gemma":0.0011695375,"teacher_disagreement_score":0.0014117332,"about_ca_system_score_codex":0.00012238506,"about_ca_system_score_gemma":0.00022204152,"threshold_uncertainty_score":0.0047227144},"labels":[],"label_agreement":null},{"id":"W4296709695","doi":"10.1139/cjce-2021-0596","title":"Modelling the transport of tailings after Mount Polley tailings dam failure using multisource geospatial data","year":2022,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","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":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tailings; Rheology; Geology; Geotechnical engineering; Calibration; Digital elevation model; Outflow; Surface finish; Viscosity; Sediment; Sediment transport; Soil science; Environmental science; Geomorphology; Materials science; Remote sensing; Mathematics","score_opus":0.016050455657909163,"score_gpt":0.17589599171697276,"score_spread":0.1598455360590636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296709695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933642,0.000049633138,0.003358923,0.00010653663,0.000009069797,0.000034764602,0.0017187124,0.00013830164,0.0012198462],"genre_scores_gemma":[0.99558616,0.000067150795,0.0024546399,0.000006250592,0.000003047318,0.000021077469,0.0011584336,0.000014384569,0.0006888332],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998888,0.000020050591,0.000009858819,0.000031369444,0.000016669197,0.000033240754],"domain_scores_gemma":[0.9997154,0.00011369807,0.000055710596,0.000026246396,0.000054202836,0.000034781442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034365186,0.00048164855,0.0002510934,0.0011970412,0.00036926704,0.0009236663,0.0006534082,0.0009557355,0.0011705545],"category_scores_gemma":[0.0009967681,0.00034741187,0.00060936157,0.001004323,0.00033044713,0.00076837564,0.0004065289,0.00048782967,0.00023896285],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009731053,0.000108419714,0.06730318,0.00004869363,0.000059119728,0.0003052287,0.00017300854,0.92236745,0.002187955,0.00073711626,0.00042220697,0.006190373],"study_design_scores_gemma":[0.000009122819,0.00003951375,0.02552729,0.000011396424,0.000018775914,0.00002174914,0.00020491461,0.9728494,0.0006629579,0.0002350272,0.0004039659,0.000015816606],"about_ca_topic_score_codex":0.17110136,"about_ca_topic_score_gemma":0.16552202,"teacher_disagreement_score":0.82889867,"about_ca_system_score_codex":0.001849584,"about_ca_system_score_gemma":0.0012164442,"threshold_uncertainty_score":0.34021086},"labels":[],"label_agreement":null},{"id":"W4297238322","doi":"10.3390/resources11100082","title":"The Development and Demonstration of a Semi-Automated Regional Hazard Mapping Tool for Tailings Storage Facility Failures","year":2022,"lang":"en","type":"article","venue":"Resources","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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 Waterloo; Queen's University; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; University of Waterloo; Suncor Energy Incorporated; BGC Engineering","keywords":"Tailings; Hazard; Environmental science; Tailings dam; Scale (ratio); Hazard map; Volume (thermodynamics); Hazard analysis; Civil engineering; Engineering; Geography; Cartography; Reliability engineering","score_opus":0.01738266100186667,"score_gpt":0.19860081060429727,"score_spread":0.1812181496024306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297238322","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10441565,0.00003360774,0.850411,0.00013344512,0.00002768671,0.000289779,0.0017401678,0.03981092,0.0031378136],"genre_scores_gemma":[0.45680332,0.000060369624,0.5386157,0.0000286816,0.00000909972,0.00030689273,0.0012238176,0.0005432831,0.0024089047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998301,0.00003591039,0.0000111519885,0.00004285967,0.00006527496,0.000014547959],"domain_scores_gemma":[0.99943703,0.00022258073,0.000054099346,0.000100231366,0.00014332501,0.000042693788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051194185,0.00059053954,0.00036012317,0.0007248596,0.00028112397,0.0005920051,0.0011423,0.0005150972,0.0042008874],"category_scores_gemma":[0.0014642801,0.00025468908,0.00044997872,0.00048566598,0.00018502523,0.0006752306,0.0006131729,0.00037200126,0.00080208736],"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":[0.0003933353,0.00043834615,0.018099444,0.0002399593,0.00010419168,0.00046139813,0.0007963396,0.49338862,0.054967783,0.004668472,0.0122089395,0.41423315],"study_design_scores_gemma":[0.000026814543,0.00006022637,0.0021054938,0.000009502316,0.000011994298,0.00005420361,0.00006722192,0.986733,0.0067171617,0.0005906926,0.0036004214,0.000023160996],"about_ca_topic_score_codex":0.01876021,"about_ca_topic_score_gemma":0.0157245,"teacher_disagreement_score":0.01876021,"about_ca_system_score_codex":0.0004336881,"about_ca_system_score_gemma":0.0011850862,"threshold_uncertainty_score":0.037302017},"labels":[],"label_agreement":null},{"id":"W4297348393","doi":"10.56952/arma-2022-0667","title":"Effect of Saturation Condition on the Mechanical Performance of Mine Backfill Material","year":2022,"lang":"en","type":"article","venue":"","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":"Queen's University","funders":"","keywords":"Tailings; Geotechnical engineering; Cohesion (chemistry); Suction; Saturation (graph theory); Drainage; Mining engineering; Geology; Environmental science; Engineering; Materials science; Metallurgy","score_opus":0.005778186661803759,"score_gpt":0.18106257043810442,"score_spread":0.17528438377630065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297348393","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99756134,0.00089784054,0.00044898732,0.00002707098,0.000016400725,0.000009589019,0.00022813572,0.0000367159,0.00077387807],"genre_scores_gemma":[0.9989537,0.00020091812,0.00028137185,0.000016925384,0.0000027464318,0.000009756913,0.00014096116,0.000011733177,0.00038186784],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99951446,0.000046576555,0.000056883728,0.000059782844,0.000231128,0.000091147085],"domain_scores_gemma":[0.9991732,0.0002386345,0.00016732185,0.00006347981,0.00027169898,0.00008562011],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064254465,0.0005323934,0.00036145994,0.0005684987,0.00034438077,0.000396734,0.00031283643,0.00040200402,0.0033867627],"category_scores_gemma":[0.0010708291,0.00028848046,0.00030232128,0.0005665403,0.0005229561,0.0006257751,0.00041678327,0.00049146416,0.00042672863],"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":[0.00063081377,0.000063736545,0.009151518,0.00039366743,0.000028014101,0.00033106867,0.00048493364,0.001481017,0.9752274,0.00011501839,0.00031999653,0.011772836],"study_design_scores_gemma":[0.000011644016,0.0015881257,0.061512202,0.00007167464,0.00005708725,0.0002626682,0.00091077917,0.0029404587,0.9295962,0.000094542804,0.0029087313,0.0000459257],"about_ca_topic_score_codex":0.0009717252,"about_ca_topic_score_gemma":0.0030793385,"teacher_disagreement_score":0.0033867627,"about_ca_system_score_codex":0.0002577146,"about_ca_system_score_gemma":0.00024348786,"threshold_uncertainty_score":0.011329889},"labels":[],"label_agreement":null},{"id":"W4297349366","doi":"10.56952/arma-2022-0878","title":"A New Generalized Solution for the Required Strength of the Three Types of Cemented Mine Backfill","year":2022,"lang":"en","type":"article","venue":"","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":"Agnico Eagle (Canada); Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Stoping; Geotechnical engineering; Slurry; Dispose pattern; Tailings; Rock mass classification; Mining engineering; Compressive strength; Underground mining (soft rock); Engineering; Geology; Waste management; Materials science; Metallurgy","score_opus":0.0285958671232631,"score_gpt":0.2108739946407656,"score_spread":0.1822781275175025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297349366","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021016689,0.00027145335,0.9623102,0.00013306107,0.000072117145,0.0001064251,0.00024637647,0.00021202108,0.015631681],"genre_scores_gemma":[0.48068166,0.00065683614,0.5001888,0.00019217534,0.000055605866,0.0007729024,0.0005762572,0.0002818917,0.016593963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996669,0.0000659898,0.000016938082,0.00006234481,0.00013749588,0.000050313014],"domain_scores_gemma":[0.99975544,0.00007284724,0.000035831457,0.000022562417,0.00009990003,0.000013358205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004902395,0.0012296513,0.00084215467,0.0008021475,0.0003145468,0.0010082412,0.0010977068,0.0017563133,0.0076869237],"category_scores_gemma":[0.0009876573,0.0005553031,0.0014223881,0.0004324647,0.00043433788,0.0005755356,0.0010983276,0.0007388794,0.0011018326],"study_design_candidate":"theoretical_or_conceptual","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":[0.000026812182,0.000031729218,0.00048706253,0.00022026546,0.000021319467,0.00015934542,0.00005688934,0.9497183,0.0091282,0.010841204,0.0010665861,0.028242249],"study_design_scores_gemma":[0.000014013448,0.000039364666,0.00017171887,0.000022484308,0.000014070791,0.00008172051,0.000031233107,0.98914474,0.0013102881,0.0037470637,0.005412095,0.000011195949],"about_ca_topic_score_codex":0.0029605983,"about_ca_topic_score_gemma":0.0030731075,"teacher_disagreement_score":0.0076869237,"about_ca_system_score_codex":0.00067450415,"about_ca_system_score_gemma":0.0011310186,"threshold_uncertainty_score":0.025715292},"labels":[],"label_agreement":null},{"id":"W4297683034","doi":"10.21203/rs.3.rs-1976812/v1","title":"Consolidation behavior of various types of slurry tailings co-disposed with waste rock inclusions: a numerical study","year":2022,"lang":"en","type":"preprint","venue":"Research Square","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":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Tailings; Consolidation (business); Geotechnical engineering; Environmental science; Geology; Materials science; Metallurgy","score_opus":0.041487628161026004,"score_gpt":0.3394567224756875,"score_spread":0.29796909431466145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297683034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933555,0.000076688986,0.00408737,0.000036572994,0.000010958963,0.000027649297,0.00017754536,0.000048434948,0.0021791924],"genre_scores_gemma":[0.9975581,0.000045057765,0.0016902013,0.0000082966,0.0000019632787,0.000019738964,0.00007627039,0.0000064070205,0.00059373333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998543,0.000022229946,0.000015825723,0.000030812524,0.000035814264,0.000040968513],"domain_scores_gemma":[0.9994854,0.00027062668,0.00008640366,0.00004409748,0.000073289775,0.000040268325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035099013,0.00037679804,0.0006467045,0.00065285974,0.0005506436,0.00088827504,0.00074844336,0.0015789294,0.0014964488],"category_scores_gemma":[0.0009171635,0.00035241307,0.0010175825,0.0005706683,0.00079363456,0.00050598657,0.0005033293,0.00046564674,0.00013648251],"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":[0.00016753783,0.0001590963,0.014492819,0.00008601947,0.00004890433,0.00043950416,0.000103993974,0.9662959,0.013851973,0.000629202,0.00012221393,0.0036027345],"study_design_scores_gemma":[0.000016497186,0.0001221281,0.0029150236,0.000008371961,0.00001860906,0.000036176098,0.000059888196,0.99381554,0.0027834654,0.00009586109,0.00011691728,0.000011581525],"about_ca_topic_score_codex":0.0142074125,"about_ca_topic_score_gemma":0.00742625,"teacher_disagreement_score":0.0142074125,"about_ca_system_score_codex":0.0005909841,"about_ca_system_score_gemma":0.00044357477,"threshold_uncertainty_score":0.028249443},"labels":[],"label_agreement":null},{"id":"W4298130634","doi":"10.1016/j.conbuildmat.2022.129280","title":"Experimental investigation into the temperature effect on the shear behavior of the fiber-reinforced interface between rock and cemented paste backfill","year":2022,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Composite material; Shear (geology); Direct shear test; Fiber; Interface (matter); Geotechnical engineering; Engineering; Contact angle","score_opus":0.009867162064927444,"score_gpt":0.21094357974063727,"score_spread":0.20107641767570983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4298130634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998909,0.00006522042,0.00043930134,0.000007126414,0.0000060307148,0.000007761254,0.00009115748,0.00001150152,0.0004628326],"genre_scores_gemma":[0.9992229,0.000042669493,0.00028810988,0.00000511856,0.0000038566195,0.0000069518,0.000055975408,0.0000075812795,0.0003668801],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959,0.000054931294,0.00003126311,0.000085069674,0.00013471737,0.00010408651],"domain_scores_gemma":[0.99914706,0.00034173703,0.00015801979,0.00010177073,0.00020709596,0.00004421282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005212153,0.0004027898,0.00031465807,0.000257321,0.0005037109,0.00026203564,0.00035560553,0.0004860216,0.004226752],"category_scores_gemma":[0.00092111056,0.00025675638,0.00030456626,0.00030249314,0.0006819509,0.0005214506,0.0002546109,0.0005180173,0.00033659354],"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":[0.0007627623,0.00011716542,0.0015907849,0.000048477395,0.0000070064457,0.00006745977,0.00016466752,0.00040547934,0.9957652,0.0000779343,0.000030632913,0.0009623837],"study_design_scores_gemma":[0.000016410573,0.00081896,0.008881868,0.000004390329,0.000016504648,0.000044909964,0.00014674844,0.0011400298,0.98866177,0.000017197379,0.00024254745,0.00000873686],"about_ca_topic_score_codex":0.0010079872,"about_ca_topic_score_gemma":0.0012817486,"teacher_disagreement_score":0.004226752,"about_ca_system_score_codex":0.00025480738,"about_ca_system_score_gemma":0.000219281,"threshold_uncertainty_score":0.014139891},"labels":[],"label_agreement":null},{"id":"W4309161161","doi":"10.1007/s11356-022-24164-5","title":"Control effect of coal mining solid-waste backfill for ground surface movement in slice mining: a case study of the Nantun Coal Mine","year":2022,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Coal mining; Gangue; Mining engineering; Coal; Subsidence; Groundwater-related subsidence; Geology; Geotechnical engineering; Surface mining; Environmental science; Waste management; Engineering; Materials science","score_opus":0.027178209241639578,"score_gpt":0.28587851082573756,"score_spread":0.25870030158409796,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309161161","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984328,0.000021600837,0.00028005554,0.00001959819,0.0000017392259,0.000016232432,0.00001914303,0.000012299608,0.0011963962],"genre_scores_gemma":[0.999215,0.000011759864,0.00020347603,0.0000024779079,5.8295575e-7,0.0000038716867,0.000011300101,0.0000018562745,0.0005496156],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99962914,0.00010715242,0.000020800237,0.000054777967,0.000094176394,0.00009394137],"domain_scores_gemma":[0.9992663,0.00042690645,0.00008160299,0.00004795272,0.000099519,0.00007772339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052075175,0.00027753305,0.00030847423,0.00041165418,0.0006816877,0.0006929368,0.00061715476,0.0007242644,0.0022565918],"category_scores_gemma":[0.000848364,0.000105156476,0.00039267278,0.00022610452,0.0005913715,0.00029824863,0.0004115455,0.00019042203,0.00011209249],"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":[0.010311507,0.011805114,0.38005233,0.0007908285,0.0005668011,0.016659418,0.004229681,0.20044875,0.23832573,0.009084764,0.0015246656,0.12620042],"study_design_scores_gemma":[0.0006860807,0.010318327,0.4129681,0.00010189571,0.000804882,0.0012706895,0.017323362,0.35563666,0.19011544,0.0034708204,0.007149507,0.00015425756],"about_ca_topic_score_codex":0.022417765,"about_ca_topic_score_gemma":0.03185904,"teacher_disagreement_score":0.022417765,"about_ca_system_score_codex":0.0009835823,"about_ca_system_score_gemma":0.00095163175,"threshold_uncertainty_score":0.04457456},"labels":[],"label_agreement":null},{"id":"W4310148868","doi":"10.3390/civileng3040059","title":"Yield Characteristics of Cemented Paste Backfill","year":2022,"lang":"en","type":"article","venue":"CivilEng","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":"University of Toronto","funders":"University of Toronto; Natural Sciences and Engineering Research Council of Canada; Portland State University","keywords":"Cohesion (chemistry); Geotechnical engineering; Softening; Strain hardening exponent; Hardening (computing); Materials science; Composite material; Engineering","score_opus":0.015661089675740755,"score_gpt":0.17377944994358888,"score_spread":0.15811836026784812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310148868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980837,0.00013279199,0.00069388666,0.000007383952,0.0000025489019,0.000006249323,0.00024964905,0.00003143054,0.0007924087],"genre_scores_gemma":[0.99877423,0.000042659733,0.000115892304,0.0000034692453,0.0000013313131,0.0000031871555,0.00018720907,0.000008297197,0.00086369],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996873,0.00001281529,0.000019768271,0.000047098103,0.0001852392,0.000047819583],"domain_scores_gemma":[0.99926907,0.000119384415,0.00017748574,0.000039489652,0.00033810246,0.00005655769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028626042,0.00024333794,0.00024626806,0.00073194585,0.00024921374,0.00025414475,0.00026160153,0.00027162553,0.00262129],"category_scores_gemma":[0.0008581803,0.000118551696,0.0002207745,0.000735158,0.00023905012,0.00039568305,0.00022214784,0.00017126491,0.0005114524],"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":[0.0007113936,0.00009448354,0.032277294,0.000079889905,0.000015981486,0.00044361726,0.00037604236,0.0024758384,0.94621706,0.00016179135,0.0001940515,0.016952477],"study_design_scores_gemma":[0.0000111290665,0.001856318,0.20134674,0.000010873596,0.00004397226,0.0004431758,0.0007375203,0.0062408647,0.7872918,0.000104173545,0.0018744919,0.000038851897],"about_ca_topic_score_codex":0.0016405868,"about_ca_topic_score_gemma":0.002591927,"teacher_disagreement_score":0.00262129,"about_ca_system_score_codex":0.00023646228,"about_ca_system_score_gemma":0.0001426753,"threshold_uncertainty_score":0.008769095},"labels":[],"label_agreement":null},{"id":"W4310980580","doi":"10.1016/j.cemconres.2022.107038","title":"Confined yield stress lubrication flows for cement paste backfill in underground stopes","year":2022,"lang":"en","type":"article","venue":"Cement and Concrete Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Pacific Institute for the Mathematical Sciences; University of British Columbia","funders":"Agence Nationale de la Recherche","keywords":"Tailings; Geotechnical engineering; Materials science; Dimensionless quantity; Yield (engineering); Cement; Stress (linguistics); Mixing (physics); Dredging; Metallurgy; Geology; Composite material; Mechanics","score_opus":0.08563393284391141,"score_gpt":0.2886673590421916,"score_spread":0.2030334261982802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310980580","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990037,0.00004139402,0.00061347435,0.0000070749043,0.0000013199151,0.0000027122005,0.00002788913,0.000021381016,0.00028109492],"genre_scores_gemma":[0.9995437,0.000017659755,0.00010642582,9.4995204e-7,5.596198e-7,0.0000013286135,0.00002128354,0.0000040483824,0.0003039661],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998609,0.000016229302,0.000008873793,0.000028993398,0.000033347653,0.00005165961],"domain_scores_gemma":[0.99971217,0.000099824196,0.00005214737,0.000021057269,0.00007331186,0.00004145317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021440291,0.00019475611,0.0003947278,0.00042380916,0.0004859334,0.0007408455,0.00030794294,0.00031098,0.0016238681],"category_scores_gemma":[0.0005188084,0.00012541786,0.00023741921,0.00023096564,0.00055602,0.0007801489,0.0004539711,0.0003137896,0.0002148439],"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":[0.0039202594,0.00054074737,0.042933907,0.00024510818,0.00004652216,0.0012174216,0.001269671,0.052054353,0.8619737,0.0043603424,0.00047976538,0.03095826],"study_design_scores_gemma":[0.00009152273,0.0017692108,0.039044507,0.000031833857,0.000043788048,0.00016034364,0.0017916437,0.22410904,0.7297971,0.00096929306,0.0021278872,0.00006383311],"about_ca_topic_score_codex":0.0064842813,"about_ca_topic_score_gemma":0.006609658,"teacher_disagreement_score":0.0064842813,"about_ca_system_score_codex":0.000767299,"about_ca_system_score_gemma":0.00056898006,"threshold_uncertainty_score":0.012893081},"labels":[],"label_agreement":null},{"id":"W4311379044","doi":"10.3390/min12121603","title":"Comparative Life Cycle Assessment of Conventional and Dry Stack Tailings Disposal Schemes: A Case Study in Northern China","year":2022,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Science Foundation of Shandong Province; National Natural Science Foundation of China","keywords":"Tailings; Life-cycle assessment; Truck; Environmental impact assessment; Environmental science; Sustainability; Waste management; Energy consumption; Environmental engineering; Engineering; Production (economics)","score_opus":0.02324929497225239,"score_gpt":0.27861993607503416,"score_spread":0.2553706411027818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311379044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998228,0.0000704833,0.0008742572,0.000020299713,0.0000015832766,0.00007186949,0.00009924139,0.0000083783525,0.00062594196],"genre_scores_gemma":[0.9969926,0.00015389046,0.001833545,0.000006961937,0.0000011761026,0.000046900557,0.00015563631,0.0000035601356,0.00080572336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9992874,0.00020684989,0.000042734726,0.000091709975,0.00021336634,0.00015790398],"domain_scores_gemma":[0.99918777,0.0002675342,0.00013727265,0.00007545342,0.0002650735,0.000067042754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020982868,0.0007535377,0.0005477212,0.0014706034,0.00070924545,0.0008562285,0.0008555056,0.00072757876,0.00079336995],"category_scores_gemma":[0.0013070954,0.00030156536,0.0012490299,0.0014523669,0.00066445203,0.00089514646,0.000606497,0.00025861917,0.00006593289],"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":[0.0011575201,0.0008313302,0.18276475,0.00059801777,0.000359374,0.0031712058,0.0010020424,0.699114,0.027043534,0.0032662544,0.00057292765,0.08011892],"study_design_scores_gemma":[0.00025730758,0.004189578,0.23665462,0.00008225566,0.00055853016,0.00044395638,0.004751433,0.7043489,0.041531857,0.0031755709,0.0038168265,0.00018917567],"about_ca_topic_score_codex":0.098918,"about_ca_topic_score_gemma":0.11761874,"teacher_disagreement_score":0.098918,"about_ca_system_score_codex":0.0065067476,"about_ca_system_score_gemma":0.0031864387,"threshold_uncertainty_score":0.19668442},"labels":[],"label_agreement":null},{"id":"W4312285944","doi":"10.2139/ssrn.4255575","title":"Strength and Suction Development of Nano-Cemented Paste Backfill","year":2022,"lang":"en","type":"article","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Suction; Geotechnical engineering; Nano-; Materials science; Forensic engineering; Composite material; Engineering; Mechanical engineering","score_opus":0.005767504762022494,"score_gpt":0.1745273749095917,"score_spread":0.16875987014756919,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312285944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965372,0.0004488466,0.001684679,0.00002242686,0.000012630748,0.000010295161,0.000060548777,0.00003294404,0.0011904861],"genre_scores_gemma":[0.99798703,0.00012548517,0.0007087083,0.000007748184,0.0000024126546,0.000003395471,0.00003424291,0.000006559007,0.001124371],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999814,0.000015415862,0.0000100530415,0.00002600034,0.00010860372,0.000026042057],"domain_scores_gemma":[0.99974865,0.000045765006,0.00004429187,0.000023661922,0.000104848805,0.000032684635],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028473284,0.00017326637,0.0002239378,0.00025506187,0.00014720166,0.00026013708,0.0002393021,0.00022661859,0.0014870281],"category_scores_gemma":[0.00035472773,0.00012672809,0.00028190447,0.00015659933,0.00022864224,0.0003473796,0.00021751144,0.00024247964,0.00023148682],"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":[0.00010766297,0.00003157299,0.00062897155,0.000047052905,0.0000043933755,0.00006118425,0.00004530595,0.0006321219,0.99421304,0.00013834445,0.00004611704,0.004044294],"study_design_scores_gemma":[0.000004588807,0.00037446019,0.0037088022,0.0000039555607,0.000009694605,0.000049160455,0.000044085726,0.002766649,0.9923132,0.000043112723,0.0006767842,0.0000053912313],"about_ca_topic_score_codex":0.0004716817,"about_ca_topic_score_gemma":0.0011669869,"teacher_disagreement_score":0.0014870281,"about_ca_system_score_codex":0.00019018416,"about_ca_system_score_gemma":0.00025737841,"threshold_uncertainty_score":0.004974544},"labels":[],"label_agreement":null},{"id":"W4312677618","doi":"10.36487/acg_repo/2215_15","title":"Embedding climate change risk into mine closure planning: a case study of tailings closure design at Ballarat Gold Mine","year":2022,"lang":"en","type":"article","venue":"Mine closure","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":"Climate change; Closure (psychology); Environmental science; Sustainability; Environmental resource management; Environmental planning; Tailings; Business; Geology","score_opus":0.03844397871379679,"score_gpt":0.25483494825508934,"score_spread":0.21639096954129255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312677618","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9845956,0.00025206048,0.005924213,0.000802116,0.000036920712,0.0002414822,0.00013040473,0.000056580902,0.0079605505],"genre_scores_gemma":[0.98562026,0.0003354841,0.00853333,0.00011232393,0.000014876012,0.00008055044,0.000086396336,0.000046457248,0.0051703216],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9973972,0.0011932749,0.000118754404,0.00023295995,0.0005482885,0.0005095524],"domain_scores_gemma":[0.9948933,0.0026751636,0.00051575137,0.00037401528,0.000645268,0.00089643296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027066343,0.00068487885,0.0005079783,0.0012526745,0.005502501,0.002599324,0.0022008524,0.004066527,0.0036519454],"category_scores_gemma":[0.0050057177,0.00060261623,0.00096945587,0.0010636521,0.0022987362,0.0015307895,0.002076057,0.002405575,0.00056093367],"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":[0.0014609705,0.010188531,0.1759567,0.0018081209,0.0003314882,0.18002978,0.10846768,0.30411923,0.024499597,0.019000966,0.011709999,0.16242705],"study_design_scores_gemma":[0.0003580234,0.0074989656,0.15466923,0.0011794615,0.0003464447,0.022089252,0.42205653,0.23761557,0.019778516,0.017704966,0.1160579,0.00064511324],"about_ca_topic_score_codex":0.02853444,"about_ca_topic_score_gemma":0.08614034,"teacher_disagreement_score":0.02853444,"about_ca_system_score_codex":0.0042531914,"about_ca_system_score_gemma":0.0034140716,"threshold_uncertainty_score":0.056736708},"labels":[],"label_agreement":null},{"id":"W4312989003","doi":"10.46427/gold2022.8864","title":"Assessment of water quality evolution in filtered tailings storage facilities","year":2022,"lang":"en","type":"article","venue":"Goldschmidt2022 abstracts","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":"Université du Québec en Abitibi-Témiscamingue; Polytechnique Montréal","funders":"","keywords":"Tailings; Quality (philosophy); Environmental science; Computer science; Metallurgy; Materials science; Physics","score_opus":0.020679361915011497,"score_gpt":0.24166662273628473,"score_spread":0.22098726082127323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312989003","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977174,0.00007157267,0.000937357,0.000010312988,0.0000029425303,0.000019735566,0.0006118614,0.000038076974,0.0005906288],"genre_scores_gemma":[0.9971872,0.000095209434,0.0010937771,0.000016006472,0.0000012643657,0.000017160733,0.00065962295,0.000007568151,0.0009221061],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997098,0.000019115378,0.000020086425,0.00007023553,0.00013235996,0.000048292477],"domain_scores_gemma":[0.99970764,0.000027782695,0.000054946144,0.000007577742,0.00017360097,0.000028371489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022796069,0.00021040565,0.00019264052,0.00058859447,0.00028559688,0.0006141482,0.00021672313,0.00048101586,0.0007898754],"category_scores_gemma":[0.00029252906,0.00008871082,0.00027548784,0.0005693376,0.00013101667,0.00034954955,0.00025457935,0.00018560674,0.00022009772],"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":[0.0007963212,0.00017661235,0.24304633,0.0001841283,0.0000728335,0.00022558129,0.00033785682,0.004307888,0.7240966,0.00009904033,0.0003433035,0.02631342],"study_design_scores_gemma":[0.000023547349,0.001973139,0.5360245,0.000038597198,0.00012437698,0.00018888492,0.0012554318,0.019465594,0.43798566,0.00014306259,0.0027232326,0.000053972588],"about_ca_topic_score_codex":0.011761287,"about_ca_topic_score_gemma":0.01558934,"teacher_disagreement_score":0.011761287,"about_ca_system_score_codex":0.00064922933,"about_ca_system_score_gemma":0.00027910952,"threshold_uncertainty_score":0.023385644},"labels":[],"label_agreement":null},{"id":"W4315865673","doi":"10.1007/s11440-023-01798-4","title":"Geomechanical behavior and properties of cemented paste backfill under passive interface loading and their influences on field-scale stability","year":2023,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Geotechnical engineering; Cohesion (chemistry); Rock mass classification; Compressive strength; Solid mechanics; Modulus; Elastic modulus; Stress field; Composite material; Geology; Structural engineering; Finite element method; Engineering","score_opus":0.02499472734131417,"score_gpt":0.222102363973443,"score_spread":0.19710763663212882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315865673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994085,0.000042122047,0.0002042348,0.0000056897475,0.0000018809645,0.0000021261924,0.000077921926,0.000009765116,0.00024781493],"genre_scores_gemma":[0.99965346,0.000017631504,0.000055757377,0.0000026532757,8.678654e-7,0.0000018346308,0.00004648447,0.0000024339886,0.00021894924],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989533,0.000010070249,0.000006083471,0.000022706627,0.000039159706,0.000026558386],"domain_scores_gemma":[0.99979573,0.000050244595,0.000040353265,0.000015468951,0.000077322555,0.000020824386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017916526,0.00015748943,0.00015910916,0.0002710352,0.0002208488,0.00029166884,0.00016323185,0.00026553846,0.0015526599],"category_scores_gemma":[0.00036168573,0.00008516171,0.00014515883,0.00026885967,0.00032630385,0.0003112383,0.000103428356,0.00020236838,0.00017399782],"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":[0.0007843832,0.000090378344,0.0067608193,0.000041759748,0.0000074811855,0.00013336127,0.00012278778,0.0015589759,0.9856844,0.00008502884,0.00009217733,0.0046384344],"study_design_scores_gemma":[0.000017398932,0.00073423807,0.09492097,0.0000068032928,0.000025260335,0.00009425061,0.00041356464,0.008793246,0.89411545,0.00009148019,0.00076721684,0.000020159394],"about_ca_topic_score_codex":0.0022112045,"about_ca_topic_score_gemma":0.0028607382,"teacher_disagreement_score":0.0022112045,"about_ca_system_score_codex":0.00022959469,"about_ca_system_score_gemma":0.00018986147,"threshold_uncertainty_score":0.005194187},"labels":[],"label_agreement":null},{"id":"W4316096425","doi":"10.1016/j.soildyn.2023.107769","title":"Investigation of drying and wetting effects on response of highly densified tailings to cyclic loadings: Shaking table test results","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Wetting; Earthquake shaking table; Pore water pressure; Liquefaction; Geotechnical engineering; Tailings; Capillary pressure; Water table; Geology; Materials science; Composite material; Porous medium; Porosity; Metallurgy; Groundwater","score_opus":0.007468733707174548,"score_gpt":0.1788330857918049,"score_spread":0.17136435208463036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4316096425","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99934286,0.000018406889,0.0003794231,0.0000032112177,0.0000020851521,0.0000033965578,0.00006669569,0.00001338901,0.00017050779],"genre_scores_gemma":[0.99914265,0.00002413842,0.00025977992,0.0000061180267,0.0000011685714,0.0000024789435,0.00010383752,0.000005542943,0.00045427802],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998779,0.000009582166,0.000013871995,0.000020157164,0.000048970494,0.000029477455],"domain_scores_gemma":[0.9995067,0.00018365074,0.00006527905,0.00004955982,0.00013971758,0.000055005454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017745065,0.00024483574,0.0002133889,0.00025788174,0.00022148564,0.00015504888,0.00026452797,0.0003611694,0.0025446257],"category_scores_gemma":[0.00052463484,0.00014822283,0.0002535946,0.00025293682,0.00028353173,0.00020367657,0.00017164026,0.00017187938,0.00020398246],"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":[0.0004994393,0.00007040405,0.007701926,0.000048290403,0.000011365466,0.00021979111,0.00012844398,0.0024576662,0.984681,0.00001610381,0.000050477764,0.004114957],"study_design_scores_gemma":[0.000015528623,0.0014125025,0.066841014,0.000004268966,0.00003930741,0.00014947217,0.00027069994,0.0069852187,0.92395216,0.000020995523,0.0002931333,0.0000157043],"about_ca_topic_score_codex":0.0029938237,"about_ca_topic_score_gemma":0.0051248204,"teacher_disagreement_score":0.0029938237,"about_ca_system_score_codex":0.000102726844,"about_ca_system_score_gemma":0.00011702274,"threshold_uncertainty_score":0.008512557},"labels":[],"label_agreement":null},{"id":"W4316368849","doi":"10.1007/s12665-023-10750-4","title":"Consolidation behavior of various types of slurry tailings co-disposed with waste rock inclusions: a numerical study","year":2023,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Tailings; Consolidation (business); Geotechnical engineering; Environmental science; Geology; Mining engineering; Materials science; Metallurgy","score_opus":0.012316593123392072,"score_gpt":0.2203744580144005,"score_spread":0.20805786489100844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4316368849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969398,0.000064908665,0.0013073947,0.000019197543,0.000007411364,0.000014664974,0.00011191749,0.000024640922,0.0015101904],"genre_scores_gemma":[0.998616,0.000043864587,0.0006440308,0.0000057992906,0.0000017264638,0.000009673836,0.00009848077,0.0000046112814,0.00057581934],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998435,0.000013169936,0.000017556591,0.000038287337,0.00004003477,0.00004751101],"domain_scores_gemma":[0.9996401,0.0001499746,0.00006667336,0.000036348512,0.000069483816,0.000037507773],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024678282,0.0003710634,0.00069629104,0.00068618683,0.00062200637,0.0008128641,0.0007948338,0.0014112298,0.0019793005],"category_scores_gemma":[0.0008045596,0.00032985792,0.00078123726,0.00071908743,0.00076626975,0.0006695208,0.0004464726,0.0003502295,0.00020988668],"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":[0.00074113195,0.00059186976,0.043046128,0.00018172496,0.00011670449,0.0011489369,0.00022168513,0.8843832,0.053754628,0.001639821,0.00039715265,0.013777057],"study_design_scores_gemma":[0.00006957213,0.0004059858,0.01662607,0.000016765218,0.000072819654,0.00014596364,0.00028439742,0.9664646,0.015306446,0.00023621687,0.00034222662,0.000028940585],"about_ca_topic_score_codex":0.012326373,"about_ca_topic_score_gemma":0.009788265,"teacher_disagreement_score":0.012326373,"about_ca_system_score_codex":0.0005554712,"about_ca_system_score_gemma":0.0006304874,"threshold_uncertainty_score":0.024509251},"labels":[],"label_agreement":null},{"id":"W4317209728","doi":"10.1680/jenge.22.00011","title":"Prediction of fine tailings settlement in pit lakes using a population growth model","year":2023,"lang":"en","type":"article","venue":"Environmental Geotechnics","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":"Suncor Energy (Canada)","funders":"","keywords":"Tailings; Consolidation (business); Geotechnical engineering; Tailings dam; Compressibility; Permeability (electromagnetism); Oil sands; Void ratio; Geology; Settlement (finance); Population; Flocculation; Environmental science; Mining engineering; Environmental engineering; Materials science; Engineering; Archaeology; Geography; Metallurgy; Chemistry","score_opus":0.019322973164474254,"score_gpt":0.18863888012145488,"score_spread":0.16931590695698062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317209728","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9370329,0.00004225451,0.060310103,0.00012523944,0.0000074749905,0.000025404317,0.00024730267,0.0001511274,0.0020581353],"genre_scores_gemma":[0.99426794,0.000033295255,0.0041162665,0.000007668285,0.0000024726667,0.000026198974,0.00012213524,0.000009908464,0.0014141229],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999404,0.0000084971,0.0000026451885,0.000016841675,0.000010473823,0.00002112633],"domain_scores_gemma":[0.9997696,0.00009584935,0.000047883575,0.000010319084,0.000039469403,0.000036820802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021103672,0.00038476824,0.00025936292,0.0002905761,0.00040008134,0.00041458043,0.00065518473,0.0006726916,0.0011066066],"category_scores_gemma":[0.0008008975,0.00027974197,0.0003918301,0.0002375587,0.00047217318,0.00047407884,0.0004129764,0.0004500096,0.000200315],"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":[0.00001238457,0.000008915432,0.007247048,0.0000038394596,0.0000029991875,0.000054488573,0.000015510948,0.99004936,0.0007395637,0.00047343972,0.00007170473,0.0013207908],"study_design_scores_gemma":[0.0000013886652,0.000006641348,0.0010293495,6.662387e-7,8.8385264e-7,0.000005716247,0.000006862873,0.998659,0.00011850921,0.00013628897,0.000032630152,0.0000020048126],"about_ca_topic_score_codex":0.054888703,"about_ca_topic_score_gemma":0.039930765,"teacher_disagreement_score":0.054888703,"about_ca_system_score_codex":0.001298377,"about_ca_system_score_gemma":0.0007812481,"threshold_uncertainty_score":0.10913843},"labels":[],"label_agreement":null},{"id":"W4318478510","doi":"10.1680/jgein.22.00310","title":"Compressive and shear response of fibre-reinforced backfill: impact of field temperature","year":2023,"lang":"en","type":"article","venue":"Geosynthetics International","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":"University of Ottawa","funders":"","keywords":"Isothermal process; Curing (chemistry); Materials science; Composite material; Compressive strength; Microstructure; Thermodynamics","score_opus":0.009463290006455648,"score_gpt":0.2417153559276645,"score_spread":0.23225206592120884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318478510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99911875,0.00021676545,0.00027236048,0.0000075532553,0.0000056799176,0.0000048330967,0.00011499652,0.000014372338,0.0002446941],"genre_scores_gemma":[0.99901736,0.00010615332,0.00022461943,0.000010831003,0.000002799059,0.0000060448374,0.0001251182,0.000007392974,0.00049959845],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976355,0.00002275403,0.000015795396,0.000050362094,0.00009527234,0.00005228381],"domain_scores_gemma":[0.9996209,0.00006897425,0.00011188677,0.000025128746,0.000113770955,0.00005926003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041208233,0.0005075062,0.0003512624,0.00034617406,0.00022006645,0.00024762945,0.00019512302,0.00038467842,0.0018600596],"category_scores_gemma":[0.00038607794,0.0002264048,0.00027453344,0.00026657112,0.00034893226,0.00035962174,0.00018644251,0.00040116368,0.0002227625],"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":[0.00033907176,0.000039739483,0.002526994,0.00004260319,0.000009581299,0.00006832758,0.00008669833,0.00031944472,0.9945913,0.000017877568,0.000028144063,0.0019301008],"study_design_scores_gemma":[0.0000070640976,0.00075406913,0.043410707,0.000011847344,0.000021810973,0.00008565679,0.00026044753,0.0015803737,0.95333153,0.000021833077,0.00049865793,0.000016037957],"about_ca_topic_score_codex":0.001730662,"about_ca_topic_score_gemma":0.0034090606,"teacher_disagreement_score":0.0018600596,"about_ca_system_score_codex":0.00021432972,"about_ca_system_score_gemma":0.00019623242,"threshold_uncertainty_score":0.0062224865},"labels":[],"label_agreement":null},{"id":"W4319437681","doi":"10.1080/17480930.2023.2172661","title":"Mechanical and microstructural characteristics of cemented paste tailings modified with nano-calcium carbonate and cured under various thermal conditions","year":2023,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"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","keywords":"Materials science; Isothermal process; Curing (chemistry); Compressive strength; Composite material; Microstructure; Thermogravimetric analysis; Calcium carbonate; Scanning electron microscope; Nano-; Cement; Tailings; Metallurgy; Chemical engineering","score_opus":0.014548068562083835,"score_gpt":0.20948347731067588,"score_spread":0.19493540874859205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319437681","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978181,0.00049323926,0.0009404824,0.000011835461,0.0000073265937,0.000010508461,0.00023218355,0.000026361391,0.00045985344],"genre_scores_gemma":[0.9975777,0.00017565963,0.0010931683,0.000014938261,0.0000029580847,0.000013757048,0.00019915668,0.000016421654,0.0009061927],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998584,0.000008087602,0.000010607021,0.000025053254,0.0000796247,0.00001817948],"domain_scores_gemma":[0.99967,0.00006040161,0.00010355245,0.00002370442,0.000101160804,0.00004110908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018330348,0.00026615642,0.00019617591,0.0004229479,0.0001586102,0.00015283813,0.00015604618,0.0003012823,0.001236283],"category_scores_gemma":[0.00030726724,0.00019846369,0.00022966649,0.00028543983,0.00031895717,0.00022911448,0.000115251525,0.00037000387,0.00013608772],"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":[0.00004377474,0.0000060293482,0.0006657791,0.00003368961,0.0000034516586,0.00003360528,0.000028174265,0.00010839065,0.99824846,0.000012425562,0.000008008916,0.0008082523],"study_design_scores_gemma":[0.0000044062654,0.0003223716,0.038855914,0.0000068550853,0.000023980807,0.00014406307,0.00010913462,0.0007255375,0.95915383,0.000018404986,0.00062513724,0.000010270122],"about_ca_topic_score_codex":0.0016263879,"about_ca_topic_score_gemma":0.005364095,"teacher_disagreement_score":0.0016263879,"about_ca_system_score_codex":0.00016348653,"about_ca_system_score_gemma":0.00014072386,"threshold_uncertainty_score":0.0041357875},"labels":[],"label_agreement":null},{"id":"W4319441592","doi":"10.1016/j.powtec.2023.118311","title":"Strength and microstructure of cemented paste backfill modified with nano-silica particles and cured under non-isothermal conditions","year":2023,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"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","keywords":"Curing (chemistry); Materials science; Isothermal process; Microstructure; Composite material; Portland cement; Compressive strength; Tailings; Cement; Nano-; Metallurgy","score_opus":0.00803241218927835,"score_gpt":0.19804546167174406,"score_spread":0.1900130494824657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319441592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989214,0.00018096494,0.0002983531,0.000009988159,0.000006564465,0.0000028353675,0.00017609983,0.00002011247,0.00038375473],"genre_scores_gemma":[0.9988966,0.000057909354,0.0001890647,0.000008216364,0.0000020523757,0.0000036715307,0.00015178627,0.000006954675,0.0006837251],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998449,0.000007597076,0.0000107179885,0.000030631873,0.000072320116,0.00003377243],"domain_scores_gemma":[0.9997478,0.00004377607,0.00008092505,0.000018484372,0.000074618445,0.000034412107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022458911,0.0002276577,0.00022246237,0.0003102172,0.00019100322,0.00015773182,0.00018305144,0.00034798484,0.0020831393],"category_scores_gemma":[0.00025943192,0.00021072246,0.00027370706,0.00023599782,0.00030833867,0.00025448448,0.0001159242,0.0002825702,0.00022799741],"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":[0.00025611004,0.000016668364,0.0011946473,0.000045491983,0.000009579278,0.00008622888,0.000050018323,0.00036858328,0.9968245,0.00004513718,0.000044209937,0.0010588838],"study_design_scores_gemma":[0.000009992235,0.00031786482,0.040984206,0.0000070393116,0.000028690292,0.0001099115,0.00012399023,0.0017114887,0.95621645,0.00003106121,0.0004447162,0.000014447394],"about_ca_topic_score_codex":0.0021788098,"about_ca_topic_score_gemma":0.0037123219,"teacher_disagreement_score":0.0021788098,"about_ca_system_score_codex":0.00020147541,"about_ca_system_score_gemma":0.00022130937,"threshold_uncertainty_score":0.006968856},"labels":[],"label_agreement":null},{"id":"W4321374586","doi":"10.3390/min13020295","title":"Commingling of Waste Rock and Tailings to Improve “Dry Stack” Performance: Design and Evaluation of Mixtures","year":2023,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"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":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance; Alberta Innovates","keywords":"Tailings; Stack (abstract data type); Geotechnical engineering; Environmental science; Mining engineering; Geology; Waste management; Engineering; Materials science; Computer science; Metallurgy","score_opus":0.03152622702927162,"score_gpt":0.2445708828609445,"score_spread":0.21304465583167287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321374586","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95645165,0.0014141673,0.039061498,0.00004545144,0.000024817156,0.00015911309,0.000080147445,0.00012665558,0.002636471],"genre_scores_gemma":[0.9560704,0.00084483414,0.040927127,0.000030868843,0.000007690358,0.00011016134,0.00010013158,0.000028301136,0.0018805073],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948883,0.00008213764,0.000052524083,0.00007155125,0.0002577146,0.000047143658],"domain_scores_gemma":[0.9996885,0.000050198312,0.00009827433,0.00002244977,0.00008424821,0.00005627383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006542135,0.0004894464,0.00043119313,0.00079414103,0.00022214129,0.000628259,0.00070177676,0.0004405445,0.0006910148],"category_scores_gemma":[0.0006378137,0.00022166819,0.00033302978,0.00044429823,0.00024640944,0.00064378406,0.000528755,0.00031991833,0.00023150623],"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":[0.00086126087,0.0007611289,0.0036595154,0.0008092672,0.00007649703,0.00015609057,0.000110029,0.069585696,0.8502214,0.0016441372,0.00016908991,0.07194589],"study_design_scores_gemma":[0.000101311954,0.011514891,0.0058434596,0.00005377862,0.00013466695,0.00019472616,0.00012934921,0.116151385,0.8577335,0.000468634,0.007625431,0.000048878],"about_ca_topic_score_codex":0.00045384368,"about_ca_topic_score_gemma":0.001095548,"teacher_disagreement_score":0.00079414103,"about_ca_system_score_codex":0.0004457297,"about_ca_system_score_gemma":0.00032481094,"threshold_uncertainty_score":0.0034598708},"labels":[],"label_agreement":null},{"id":"W4321788485","doi":"10.1520/gtj20220124","title":"Integrated Interpretation of Electrical Conductivity Changes, Heat Generation, and Strength Development in the First Week in Cemented Paste Backfill","year":2023,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","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":"University of Toronto","funders":"","keywords":"Vicat softening point; Geotechnical engineering; Compressive strength; Water content; Materials science; Engineering; Composite material","score_opus":0.054732014066330284,"score_gpt":0.23200191370409673,"score_spread":0.17726989963776646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321788485","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994835,0.00011030915,0.004003096,0.000010275233,0.000006081985,0.000013180582,0.0001813434,0.00007800056,0.00076262845],"genre_scores_gemma":[0.99825484,0.000026429556,0.0013018553,0.0000063253515,0.0000017560059,0.0000062177673,0.00006620733,0.00000899965,0.00032741812],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998246,0.000033060445,0.000012437812,0.000033693217,0.00007733261,0.000018916104],"domain_scores_gemma":[0.99944144,0.00016860917,0.00010293747,0.000045361245,0.0002024912,0.000039103463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040176394,0.00020918863,0.00020392257,0.0009280506,0.00016867704,0.0003225967,0.0002345834,0.00026959815,0.0009864753],"category_scores_gemma":[0.00049485837,0.00012248207,0.00016363188,0.00043877485,0.0002197207,0.00032122637,0.00017073858,0.00030892802,0.00024575228],"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":[0.0006960711,0.00017987083,0.089289896,0.000073991876,0.000024272815,0.00017866162,0.00023741092,0.0011530196,0.886455,0.00006962132,0.00015122336,0.02149094],"study_design_scores_gemma":[0.0000068737286,0.0005231,0.30222192,0.000010082597,0.000023229075,0.00028944018,0.0004551295,0.009259829,0.6865557,0.00012548636,0.00050493656,0.000024243196],"about_ca_topic_score_codex":0.0012118304,"about_ca_topic_score_gemma":0.0028224115,"teacher_disagreement_score":0.0012118304,"about_ca_system_score_codex":0.0002486266,"about_ca_system_score_gemma":0.0001349081,"threshold_uncertainty_score":0.0033001304},"labels":[],"label_agreement":null},{"id":"W4322499677","doi":"10.3390/eng4010044","title":"Mechanical Characterization of Cemented Paste Backfill","year":2023,"lang":"en","type":"article","venue":"Eng—Advances in Engineering","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":"University of Toronto","funders":"University of Toronto; Barrick Gold Corporation; Natural Sciences and Engineering Research Council of Canada; Portland State University","keywords":"Ultimate tensile strength; Compressive strength; Materials science; Envelope (radar); Geotechnical engineering; Shear strength (soil); Composite material; Structural engineering; Shear (geology); Geology; Engineering","score_opus":0.0077426938828912654,"score_gpt":0.19676323523554004,"score_spread":0.18902054135264879,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322499677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9833686,0.0007993048,0.011866106,0.000042158197,0.00002288685,0.00008352714,0.0010167317,0.0002061841,0.0025945853],"genre_scores_gemma":[0.99084806,0.00027401006,0.0064080623,0.000039066304,0.000009909097,0.00007833006,0.0005394465,0.00006092212,0.0017422673],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99921846,0.000060697443,0.00005204582,0.00006739483,0.00054359675,0.000057779434],"domain_scores_gemma":[0.99908185,0.00020487276,0.00018848869,0.000080714955,0.0003842035,0.00005977247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00088482717,0.0004831444,0.0003538037,0.0017934273,0.00036947234,0.00040543385,0.00038839367,0.0005157824,0.0018924356],"category_scores_gemma":[0.0010954253,0.00019031022,0.00023770801,0.0008436498,0.00047335296,0.0004627394,0.00024714236,0.00038540058,0.00044403126],"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":[0.000048457096,0.000022722606,0.002045059,0.00011259136,0.0000048665474,0.00013651895,0.00008359303,0.0010003016,0.9883599,0.00012632624,0.00009722723,0.007962476],"study_design_scores_gemma":[0.00000754574,0.000528713,0.033227693,0.000025864589,0.000016736645,0.00034600167,0.00026245016,0.0044698464,0.95695496,0.00017265364,0.003963707,0.000023844761],"about_ca_topic_score_codex":0.0007625195,"about_ca_topic_score_gemma":0.0027865414,"teacher_disagreement_score":0.0018924356,"about_ca_system_score_codex":0.00026671655,"about_ca_system_score_gemma":0.00026350876,"threshold_uncertainty_score":0.0063308477},"labels":[],"label_agreement":null},{"id":"W4323316377","doi":"10.1007/s11709-022-0924-z","title":"Experimental investigation of evolutive mode-I and mode-II fracture behavior of fiber-reinforced cemented paste backfill: Effect of curing temperature and curing time","year":2023,"lang":"en","type":"article","venue":"Frontiers of Structural and Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Curing (chemistry); Composite material; Cement; Fracture toughness; Toughness; Flexural strength","score_opus":0.0031002249654215374,"score_gpt":0.17967386865477228,"score_spread":0.17657364368935075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323316377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842155,0.00006404318,0.0010114968,0.0000071146674,0.0000052267906,0.000006658736,0.00013646645,0.00002663507,0.00032079118],"genre_scores_gemma":[0.9987571,0.00004327276,0.000544003,0.0000041115964,0.000002359,0.000008288577,0.00005900038,0.000010290619,0.0005714386],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974793,0.000023893474,0.000015365704,0.000060848743,0.000087958084,0.00006402273],"domain_scores_gemma":[0.999318,0.00024689894,0.00011925893,0.00010157597,0.00017195738,0.000042392578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038913652,0.00043708747,0.00028249397,0.00029425605,0.00037756196,0.00013510288,0.00047334871,0.00064762414,0.0032135304],"category_scores_gemma":[0.0006291566,0.00027037473,0.00032905574,0.00027091842,0.0005434303,0.00035541574,0.00019959795,0.0004530777,0.00023904942],"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":[0.0005332229,0.00010552825,0.0009015819,0.00004050262,0.000005385912,0.000060291317,0.00012377596,0.0008440079,0.9956261,0.00006464355,0.000028944289,0.0016659427],"study_design_scores_gemma":[0.000015750966,0.0010391728,0.007983043,0.0000044730205,0.000016383145,0.00007426735,0.00011068664,0.0037711149,0.9867046,0.000032836848,0.00023442642,0.000013318909],"about_ca_topic_score_codex":0.0010560508,"about_ca_topic_score_gemma":0.0014613513,"teacher_disagreement_score":0.0032135304,"about_ca_system_score_codex":0.00018346295,"about_ca_system_score_gemma":0.00021313778,"threshold_uncertainty_score":0.010750294},"labels":[],"label_agreement":null},{"id":"W4360992390","doi":"10.1139/cgj-2020-0597","title":"Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Barrick Gold Corporation","keywords":"Consolidation (business); Geotechnical engineering; Void ratio; Tailings; Void (composites); Pore water pressure; Porosity; Materials science; Environmental science; Composite material; Geology; Metallurgy","score_opus":0.08927421520642562,"score_gpt":0.2718707573348692,"score_spread":0.1825965421284436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360992390","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99407023,0.00008109704,0.0037995323,0.000055899753,0.000012433941,0.00005435368,0.00053661485,0.00006867674,0.0013211675],"genre_scores_gemma":[0.99593556,0.00009529982,0.0031515385,0.00001806481,0.0000021826352,0.00006783442,0.00022340925,0.000010459567,0.00049569213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986637,0.00001615345,0.000009822758,0.000030801406,0.00003404505,0.000042765518],"domain_scores_gemma":[0.99927706,0.00044128904,0.0000647566,0.000051617728,0.00012332834,0.000041990457],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030646828,0.00036859736,0.0005010262,0.00026476517,0.00030336477,0.0005340511,0.0006210308,0.00091744977,0.0014846291],"category_scores_gemma":[0.00064247334,0.0001948174,0.00036416436,0.00033532456,0.00034669242,0.00039716673,0.00031505793,0.0006574553,0.00014294602],"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":[0.0008458722,0.0008201846,0.01708041,0.00034467905,0.00004255388,0.00026627493,0.00021041454,0.8722053,0.095760055,0.0008634996,0.0005159018,0.0110448925],"study_design_scores_gemma":[0.00004980719,0.00065166363,0.0037819396,0.000010712419,0.00001794992,0.000025565269,0.00013505765,0.9573133,0.037417408,0.00014134361,0.00043467115,0.000020577998],"about_ca_topic_score_codex":0.012992516,"about_ca_topic_score_gemma":0.010139888,"teacher_disagreement_score":0.012992516,"about_ca_system_score_codex":0.0006222592,"about_ca_system_score_gemma":0.0006663869,"threshold_uncertainty_score":0.025833726},"labels":[],"label_agreement":null},{"id":"W4362576362","doi":"10.1139/cgj-2022-0196","title":"Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","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":true,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Liquefaction; Geology; Geotechnical engineering; Tailings dam; Seismic loading; Mining engineering","score_opus":0.016766419193220465,"score_gpt":0.20879422019597732,"score_spread":0.19202780100275685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362576362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99111336,0.00006083914,0.00782846,0.000011400437,0.0000024419999,0.000009582275,0.000024174069,0.00005141945,0.0008982515],"genre_scores_gemma":[0.9976337,0.000038483257,0.0018967142,0.000001694735,4.5331944e-7,0.0000027916074,0.000021783451,0.000003931867,0.00040048134],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99989676,0.0000056801896,0.0000063463863,0.000012109708,0.00004591392,0.000033181503],"domain_scores_gemma":[0.9999025,0.000017481107,0.000025366837,0.000010396103,0.00003044825,0.00001382988],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016086746,0.0003351507,0.00023277226,0.0004582546,0.00022834181,0.00036286464,0.00034645866,0.0002480394,0.0007687657],"category_scores_gemma":[0.00029674114,0.00011987054,0.00027180195,0.00032519113,0.00036494373,0.00031317305,0.00036283486,0.0001682711,0.00010778951],"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":[0.0003960307,0.00016781632,0.027844928,0.00015922054,0.00003436709,0.00054044626,0.00022036226,0.17783394,0.73720396,0.00073174806,0.00010943944,0.054757714],"study_design_scores_gemma":[0.00003803498,0.0011032543,0.09129132,0.000030262683,0.00009562231,0.00028291252,0.0007470999,0.43389314,0.4694912,0.00040099592,0.0025822383,0.00004381053],"about_ca_topic_score_codex":0.0215388,"about_ca_topic_score_gemma":0.04798148,"teacher_disagreement_score":0.0215388,"about_ca_system_score_codex":0.00047355087,"about_ca_system_score_gemma":0.00047758088,"threshold_uncertainty_score":0.04282683},"labels":[],"label_agreement":null},{"id":"W4362577179","doi":"10.1139/cgj-2023-0101","title":"Correction: Geotechnical performance of fine tailings in an oil sands pit lake","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada); Conetec Investigations; Syncrude (Canada)","funders":"","keywords":"Oil sands; Geotechnical engineering; Tailings; Geology; Mining engineering; Rockfall; Tailings dam; Landslide; Asphalt; Archaeology","score_opus":0.01301269554700554,"score_gpt":0.2028655314970716,"score_spread":0.18985283595006605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362577179","genre_codex":"editorial","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00136988,0.0007159521,0.0010425679,0.043460842,0.94490874,0.00004096223,0.0037226568,0.0005806008,0.004157759],"genre_scores_gemma":[0.11015537,0.008210417,0.010040659,0.07716872,0.26879767,0.00039157362,0.009318811,0.0028342162,0.5130826],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99685717,0.0002549616,0.00047032742,0.00044642383,0.0016406782,0.00033044047],"domain_scores_gemma":[0.9570577,0.0031000606,0.0015138489,0.0022606417,0.034639418,0.0014283954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021478606,0.001969297,0.0018250586,0.0033964377,0.002869911,0.00281451,0.0037518223,0.006919496,0.04078705],"category_scores_gemma":[0.042991526,0.0011728548,0.0011388004,0.003878855,0.0017206061,0.001967886,0.0020753024,0.006518375,0.019725036],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003921607,0.0000045908278,0.0003882841,0.0001415878,0.000012698986,0.0002454902,0.0000695196,0.00009637235,0.00008555527,0.00023782699,0.9931177,0.005561184],"study_design_scores_gemma":[0.00006181043,0.000025234993,0.0070552356,0.0004168846,0.00005350166,0.00048814013,0.0005832394,0.0007033348,0.00077409076,0.00067066547,0.9890969,0.0000709726],"about_ca_topic_score_codex":0.14033477,"about_ca_topic_score_gemma":0.1683375,"teacher_disagreement_score":0.8596652,"about_ca_system_score_codex":0.0050920313,"about_ca_system_score_gemma":0.0092897685,"threshold_uncertainty_score":0.27903587},"labels":[],"label_agreement":null},{"id":"W4362582182","doi":"10.1061/jmcee7.mteng-14931","title":"Mechanical and Microstructural Properties of Cemented Paste Backfill with Chloride-Free Antifreeze Additives in Subzero Environments","year":2023,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Tailings Management and Properties","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":"University of Ottawa","funders":"","keywords":"Antifreeze; Compressive strength; Materials science; Tailings; Antifreeze protein; Cement; Curing (chemistry); Composite material; Metallurgy; Chemistry","score_opus":0.010191485026945212,"score_gpt":0.1699516735889147,"score_spread":0.15976018856196947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362582182","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99785393,0.000812351,0.00063066237,0.000021796157,0.000015420985,0.000008599719,0.00022027956,0.000026986396,0.00040983188],"genre_scores_gemma":[0.99749655,0.00035924168,0.0006970893,0.00003135354,0.000005259322,0.000019391533,0.00021939093,0.00001907899,0.0011527736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997845,0.000014998746,0.000016088297,0.00004617921,0.00010510987,0.00003307968],"domain_scores_gemma":[0.99968004,0.000045933222,0.00011312019,0.000015472562,0.00009875594,0.000046635967],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023180463,0.0004190976,0.0002555241,0.0004527923,0.00017140018,0.00020974045,0.00021022616,0.00035768893,0.0011235205],"category_scores_gemma":[0.0003842069,0.00021333316,0.0002990664,0.00030495966,0.0003374384,0.0003815099,0.00018038471,0.0005190369,0.00014413337],"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":[0.00008075695,0.000014354334,0.0008769672,0.000048704784,0.00000567474,0.00005725837,0.000045621888,0.00012370782,0.99751604,0.00001902188,0.000024363462,0.001187539],"study_design_scores_gemma":[0.000008012281,0.00048793794,0.036033392,0.000013798702,0.00004183307,0.00014285538,0.00019562063,0.00090544904,0.96058893,0.000031331165,0.0015290284,0.00002176286],"about_ca_topic_score_codex":0.0015569926,"about_ca_topic_score_gemma":0.003505157,"teacher_disagreement_score":0.0015569926,"about_ca_system_score_codex":0.00019486052,"about_ca_system_score_gemma":0.0001515379,"threshold_uncertainty_score":0.0037585497},"labels":[],"label_agreement":null},{"id":"W4362582251","doi":"10.1007/s10706-023-02434-4","title":"Kink Effect on the Stress Distribution in 2D Backfilled Stopes","year":2023,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Geotechnical engineering; Hydrogeology; Stress (linguistics); Geology; Mechanics; Physics","score_opus":0.009230439732694096,"score_gpt":0.18202475585283517,"score_spread":0.17279431612014107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362582251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955291,0.00004831697,0.003078485,0.00001825293,0.000008160273,0.000003874047,0.000099777484,0.00011144345,0.0011024667],"genre_scores_gemma":[0.9995018,0.000010601449,0.0001828751,0.000002673234,0.0000010039629,0.0000018714668,0.000041810872,0.0000098794135,0.00024749394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997063,0.000028498851,0.000016974616,0.00008402625,0.00008339628,0.00008081372],"domain_scores_gemma":[0.99917585,0.00029148036,0.00011666438,0.00010764563,0.00021180729,0.00009658019],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002565408,0.00029764415,0.00043261852,0.00060063426,0.00036848758,0.0011114103,0.00041167773,0.0006383108,0.0030293195],"category_scores_gemma":[0.0013257394,0.0003219343,0.00024714496,0.0005728269,0.0008732075,0.0005553262,0.0005253802,0.00031484233,0.00038464504],"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":[0.0027817248,0.0006316678,0.08108838,0.0002782189,0.00015535779,0.00331326,0.0016942702,0.624284,0.23930758,0.0028024341,0.0010859612,0.04257708],"study_design_scores_gemma":[0.000070691116,0.00036892318,0.25172,0.000038159156,0.000084793675,0.00046352233,0.0013766142,0.7143839,0.029397473,0.0009024936,0.0010485416,0.00014482607],"about_ca_topic_score_codex":0.005919063,"about_ca_topic_score_gemma":0.0065932195,"teacher_disagreement_score":0.005919063,"about_ca_system_score_codex":0.00044204207,"about_ca_system_score_gemma":0.00045248534,"threshold_uncertainty_score":0.011769235},"labels":[],"label_agreement":null},{"id":"W4362657986","doi":"10.1007/s11356-023-26676-0","title":"Efficient dewatering of unclassified tailings with flocculant: role of ultrasound","year":2023,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Tailings; Flocculation; Settling; Arithmetic underflow; Slurry; Dewatering; Pulp and paper industry; Materials science; Chemistry; Chemical engineering; Chromatography; Environmental science; Environmental engineering; Metallurgy; Geology; Geotechnical engineering","score_opus":0.01944285367882685,"score_gpt":0.23933451047857293,"score_spread":0.2198916567997461,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362657986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98531777,0.0011059745,0.011989519,0.00009403203,0.000052349886,0.000037048278,0.000033116623,0.000066022956,0.0013041262],"genre_scores_gemma":[0.99024117,0.0007547008,0.005127125,0.00006129764,0.00001771825,0.00001422689,0.00006221023,0.000024952806,0.0036966715],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998087,0.000019522568,0.000011341763,0.000031864776,0.00006384998,0.000064666296],"domain_scores_gemma":[0.9997832,0.000061749524,0.000048707738,0.000020088397,0.000059151072,0.000027150172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030771724,0.00034935333,0.00037206762,0.0002622943,0.00022076523,0.00046119047,0.00027013742,0.0004125719,0.0010256114],"category_scores_gemma":[0.00039665855,0.00013866363,0.00025675638,0.00014344195,0.00023112954,0.00058397604,0.0004960858,0.0005270904,0.00029953723],"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":[0.00011040012,0.00006394394,0.00029606657,0.000057289744,0.000007552671,0.00002212872,0.000036741952,0.00095839344,0.9860867,0.00010545801,0.00008802814,0.012167316],"study_design_scores_gemma":[0.000007166871,0.00029500175,0.0010133812,0.000008159775,0.000012234026,0.0000149423695,0.000040110997,0.0070562875,0.9906384,0.000040797513,0.0008670005,0.0000063831067],"about_ca_topic_score_codex":0.0021345417,"about_ca_topic_score_gemma":0.005216316,"teacher_disagreement_score":0.0021345417,"about_ca_system_score_codex":0.00028918567,"about_ca_system_score_gemma":0.00036967176,"threshold_uncertainty_score":0.004244268},"labels":[],"label_agreement":null},{"id":"W4366492300","doi":"10.11159/icgre23.114","title":"Hydro-Mechanical Behaviour and Critical State Conditions of Unsaturated Silty Tailings","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Environmental science; Geotechnical engineering; Geology; Petroleum engineering; Mining engineering; Materials science; Metallurgy","score_opus":0.007031047989052494,"score_gpt":0.19886361826025395,"score_spread":0.19183257027120146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366492300","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925,0.00006158924,0.0002967905,0.0000056421577,0.0000016393517,0.0000040474556,0.00007116271,0.0000059063254,0.00030311817],"genre_scores_gemma":[0.99957186,0.000031451837,0.0000803737,0.00000450695,0.0000010124968,0.000002721487,0.00006366717,0.000001855079,0.00024256685],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998828,0.000007201551,0.0000075246085,0.000020096455,0.00004616966,0.000036203543],"domain_scores_gemma":[0.999796,0.00003573299,0.000050949868,0.000010833978,0.00006961093,0.00003701733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017766413,0.00014737906,0.00013368056,0.00062211906,0.00031842184,0.00025646816,0.00015211699,0.00023574506,0.0013676865],"category_scores_gemma":[0.00033401768,0.0001217919,0.00013008565,0.0002747479,0.0005770744,0.00021416918,0.0001876714,0.00021846608,0.00014697222],"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":[0.00026071203,0.000026828911,0.015707249,0.000057873956,0.000008898566,0.00024244342,0.00030569662,0.0007908776,0.9799769,0.00010023937,0.000047384146,0.0024748808],"study_design_scores_gemma":[0.000011845742,0.00097163016,0.29209927,0.000026109727,0.000025532736,0.00028102423,0.0016373118,0.0035571288,0.69982505,0.00022833649,0.0013077899,0.000028996907],"about_ca_topic_score_codex":0.002638504,"about_ca_topic_score_gemma":0.0055903727,"teacher_disagreement_score":0.002638504,"about_ca_system_score_codex":0.00021924172,"about_ca_system_score_gemma":0.00017858691,"threshold_uncertainty_score":0.005246341},"labels":[],"label_agreement":null},{"id":"W4366506660","doi":"10.11159/icgre23.122","title":"Numerical Investigation on Tailing Dams Stability: a Preliminary, Parametric Analysis of some Key Factors","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Key (lock); Parametric statistics; Stability (learning theory); Computer science; Numerical analysis; Mathematics; Statistics; Computer security; Machine learning","score_opus":0.014648523709588534,"score_gpt":0.1926431953223518,"score_spread":0.17799467161276328,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92120075,0.00039865394,0.06791475,0.00019491237,0.000034417695,0.00006977088,0.00025389943,0.00017546989,0.0097574005],"genre_scores_gemma":[0.9955439,0.00008440339,0.0037665349,0.0000053940207,0.0000037288037,0.000023170549,0.000036464597,0.0000072957155,0.0005291843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997087,0.000081111415,0.00002017789,0.000041572588,0.00009680427,0.00005164904],"domain_scores_gemma":[0.99872917,0.00081074884,0.00014702066,0.000110270186,0.0001692937,0.00003348767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005412586,0.0004296555,0.0004954765,0.00057561096,0.00043594214,0.0006471521,0.0004530488,0.0010063564,0.0015576138],"category_scores_gemma":[0.0024207905,0.0002039877,0.0005590503,0.0004135991,0.0008773027,0.00041541178,0.0005458822,0.0004890428,0.00013531135],"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":[0.00010932715,0.00006855515,0.0032313024,0.00013596372,0.000015758498,0.00024638197,0.00014959348,0.9676166,0.018950012,0.0017093737,0.00017973247,0.0075874813],"study_design_scores_gemma":[0.0000052059513,0.00012224751,0.0013523148,0.000010532933,0.000010092443,0.00003750173,0.00008220682,0.99400854,0.0038463222,0.00025848494,0.0002563064,0.000010179236],"about_ca_topic_score_codex":0.0024480647,"about_ca_topic_score_gemma":0.0014548191,"teacher_disagreement_score":0.0024480647,"about_ca_system_score_codex":0.00023164158,"about_ca_system_score_gemma":0.0003224479,"threshold_uncertainty_score":0.0052107573},"labels":[],"label_agreement":null},{"id":"W4366506738","doi":"10.11159/icgre23.115","title":"Mechanical Response of Tailings under Monotonic Triaxial Tests inUnsaturated and Nearly Saturated Conditions","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Politecnico di Torino","keywords":"Tailings; Geotechnical engineering; Monotonic function; Geology; Materials science; Mathematics; Metallurgy; Mathematical analysis","score_opus":0.00793149158325555,"score_gpt":0.19532890309653114,"score_spread":0.1873974115132756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99790645,0.00017495871,0.0010092568,0.00001560781,0.0000073997267,0.000010088583,0.0001786318,0.000020964142,0.00067669625],"genre_scores_gemma":[0.9976967,0.00014920557,0.00065630424,0.00001911925,0.0000032752882,0.000012484659,0.0002034864,0.000007235323,0.0012520956],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995048,0.000049306098,0.000056629975,0.0000611162,0.00024158493,0.000086497435],"domain_scores_gemma":[0.9989309,0.0002725631,0.00022328908,0.00011853231,0.0003312782,0.00012345951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048599127,0.0005514401,0.00022454587,0.0005064556,0.00026244816,0.00020470044,0.0002654332,0.0004504736,0.0021545005],"category_scores_gemma":[0.0009388949,0.0002482031,0.00021336734,0.0006278711,0.00045107366,0.00030765007,0.00034191526,0.00035103562,0.0004175655],"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":[0.00057355344,0.000042745458,0.005068272,0.000064277374,0.000014384177,0.00020843654,0.0003014449,0.0012460322,0.9879218,0.000040612795,0.000055631095,0.0044627916],"study_design_scores_gemma":[0.000013933144,0.0026178395,0.0994566,0.000030242525,0.000040548595,0.0002607923,0.0011653758,0.0049009463,0.89019156,0.000061165905,0.0012328565,0.00002816331],"about_ca_topic_score_codex":0.0019150823,"about_ca_topic_score_gemma":0.0060742423,"teacher_disagreement_score":0.0021545005,"about_ca_system_score_codex":0.00015096764,"about_ca_system_score_gemma":0.00023078558,"threshold_uncertainty_score":0.007207513},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99795073,0.00035840445,0.00090054155,0.000008243148,0.0000070739616,0.000034541736,0.00019966293,0.000021914935,0.00051897415],"genre_scores_gemma":[0.9960334,0.0004921409,0.0018936202,0.000014052825,0.000003759753,0.000030980864,0.00028641376,0.00000765604,0.0012379424],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997129,0.000019087604,0.000027953893,0.000039551982,0.00016255624,0.000037893755],"domain_scores_gemma":[0.999711,0.000058007605,0.00006924167,0.000015177527,0.000117286254,0.00002928001],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023897193,0.00026640497,0.00024140075,0.00037439138,0.00023098962,0.00032932972,0.00027553015,0.00030248566,0.0009276749],"category_scores_gemma":[0.00029093452,0.00012005241,0.00026114576,0.0003853681,0.00030397737,0.00022622892,0.00018599312,0.0003664442,0.00018165921],"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":[0.00010408832,0.000042406275,0.0030786002,0.00006815435,0.000005998255,0.00007157905,0.000112982816,0.00025874432,0.9931914,0.000019813893,0.000018659981,0.0030275893],"study_design_scores_gemma":[0.000006577358,0.0016017572,0.04163981,0.00001532935,0.000026848991,0.00010121105,0.00034495787,0.0010791563,0.95417005,0.000024970323,0.0009719218,0.000017348872],"about_ca_topic_score_codex":0.0037821934,"about_ca_topic_score_gemma":0.011726898,"teacher_disagreement_score":0.0037821934,"about_ca_system_score_codex":0.00027140963,"about_ca_system_score_gemma":0.00026778926,"threshold_uncertainty_score":0.007520318},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852234,0.00023459869,0.00066285854,0.000004454079,0.000008412196,0.000016461316,0.00015018467,0.0000128520105,0.00038785554],"genre_scores_gemma":[0.9949681,0.0004319846,0.0026477678,0.000013719817,0.0000064052424,0.000021651655,0.00034582705,0.00001699338,0.001547442],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9994475,0.000054450433,0.00007100666,0.000055568977,0.00029816283,0.000073198855],"domain_scores_gemma":[0.9994137,0.0001300945,0.00014125356,0.00003305575,0.00021668329,0.00006507129],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005152657,0.00049696566,0.00033738062,0.0008777935,0.0003018107,0.00046452644,0.00026324057,0.00040119755,0.001097722],"category_scores_gemma":[0.00070465374,0.00014410533,0.0004222828,0.0008448577,0.0002353287,0.00045268852,0.0002967901,0.00038657401,0.0002797049],"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":[0.00047816412,0.00016335443,0.0060055894,0.00014858843,0.000036244925,0.0001013376,0.00009663764,0.0017911636,0.98068535,0.000041216135,0.000051895488,0.01040048],"study_design_scores_gemma":[0.000008711695,0.004171157,0.028478598,0.000020535792,0.000077444376,0.00013424495,0.00023724868,0.0024483192,0.9633645,0.0000317158,0.0010016509,0.00002589588],"about_ca_topic_score_codex":0.0019312201,"about_ca_topic_score_gemma":0.0051214155,"teacher_disagreement_score":0.0019312201,"about_ca_system_score_codex":0.00023648166,"about_ca_system_score_gemma":0.0002053618,"threshold_uncertainty_score":0.00383991},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9208803,0.00018693307,0.07705237,0.000030268056,0.000010788931,0.0001020184,0.00043505293,0.00037080658,0.00093146425],"genre_scores_gemma":[0.9700539,0.00017193751,0.028963411,0.000008095457,0.0000030995539,0.00010032346,0.00037036056,0.000020656906,0.00030813663],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997315,0.000049341554,0.000033802557,0.00006023562,0.00010469972,0.00002026805],"domain_scores_gemma":[0.9994485,0.00019766952,0.00011396318,0.00010843053,0.00010748417,0.000023873927],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074245443,0.0005060295,0.00043342425,0.0007917473,0.0002624349,0.00056693377,0.00067742076,0.0007365907,0.0005645854],"category_scores_gemma":[0.001220307,0.0002396311,0.0005980805,0.0006313241,0.00028156978,0.0007455976,0.00031358923,0.00049659394,0.00024200523],"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":[0.00029203706,0.0006150392,0.07859725,0.00035502441,0.000085891086,0.0003145177,0.00034490804,0.29820848,0.5568329,0.0005496272,0.00034119544,0.06346314],"study_design_scores_gemma":[0.000028994178,0.0010327108,0.049911946,0.000032962416,0.00007394312,0.00012515378,0.00030853078,0.7093364,0.23751102,0.00030872665,0.0012503049,0.00007924977],"about_ca_topic_score_codex":0.0030405426,"about_ca_topic_score_gemma":0.0040651173,"teacher_disagreement_score":0.0030405426,"about_ca_system_score_codex":0.00037398684,"about_ca_system_score_gemma":0.00034535822,"threshold_uncertainty_score":0.006045699},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72889924,0.0004914575,0.2518762,0.0003313176,0.00012907095,0.000526883,0.00034182792,0.002171155,0.015232872],"genre_scores_gemma":[0.9437027,0.00019179877,0.047684886,0.00005452972,0.000020294872,0.00008224105,0.00028167843,0.00010224605,0.007879574],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995753,0.000050802395,0.000023301127,0.00005967176,0.0002053369,0.00008557258],"domain_scores_gemma":[0.999617,0.000049268387,0.00006124578,0.000066515204,0.0001713304,0.000034580968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058255176,0.00039295905,0.00030230806,0.00045352755,0.00033492103,0.00076044194,0.0007477614,0.00041652625,0.0023648727],"category_scores_gemma":[0.00062989694,0.00022864854,0.00028998993,0.00036574202,0.00027281916,0.0009524472,0.00051317643,0.00050148036,0.0007645564],"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":[0.0006315583,0.00021340315,0.008323295,0.00058064284,0.000044251505,0.00079925015,0.00030515867,0.1636514,0.55221313,0.0023525746,0.0033031746,0.26758224],"study_design_scores_gemma":[0.0001442685,0.0032495768,0.035666104,0.000109502136,0.00014099482,0.0013484177,0.0006995359,0.38065392,0.4739023,0.0017906036,0.10216765,0.00012710456],"about_ca_topic_score_codex":0.0016359851,"about_ca_topic_score_gemma":0.0030614396,"teacher_disagreement_score":0.0023648727,"about_ca_system_score_codex":0.0010246735,"about_ca_system_score_gemma":0.0005990261,"threshold_uncertainty_score":0.007911265},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7884259,0.0352678,0.099111915,0.02529701,0.0019716576,0.0007036296,0.0006883711,0.0038190666,0.044714652],"genre_scores_gemma":[0.9250943,0.01206495,0.028294906,0.003681824,0.00045126377,0.00013419666,0.0005858205,0.0005866603,0.029106084],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9966407,0.00022226383,0.00023792479,0.00027948702,0.0022061642,0.00041343927],"domain_scores_gemma":[0.99398947,0.0015979175,0.0017441836,0.00045105,0.0017413856,0.00047602222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002246047,0.00083856017,0.00066463253,0.0011152799,0.002061612,0.0031129743,0.0025228302,0.0019709226,0.0061433944],"category_scores_gemma":[0.008829384,0.00067585445,0.00055120315,0.0016260257,0.0019167819,0.0037851266,0.0031666516,0.0024095455,0.002860843],"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":[0.0012246241,0.00054134324,0.13679889,0.0035230631,0.0002004799,0.013611562,0.0075382963,0.0060802987,0.040248565,0.010323443,0.03201351,0.747896],"study_design_scores_gemma":[0.00016555715,0.003941434,0.2959902,0.0038128023,0.00049271877,0.054615524,0.033467706,0.028930947,0.21827711,0.040849574,0.31852755,0.0009288284],"about_ca_topic_score_codex":0.0053286026,"about_ca_topic_score_gemma":0.008198756,"teacher_disagreement_score":0.0061433944,"about_ca_system_score_codex":0.0020072525,"about_ca_system_score_gemma":0.0019030537,"threshold_uncertainty_score":0.020551682},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66156614,0.037826385,0.009338545,0.15664701,0.00054911565,0.00018085804,0.00026818863,0.000070667345,0.13355297],"genre_scores_gemma":[0.97465444,0.013520209,0.0032247994,0.002917619,0.00010066159,0.000033139757,0.000042674536,0.000012386896,0.0054941787],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99760985,0.000945892,0.00008806754,0.00014197051,0.00054846454,0.0006656781],"domain_scores_gemma":[0.9939452,0.0020310357,0.0014962384,0.00020584141,0.0016676866,0.0006539555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004720477,0.00040041655,0.0001857027,0.0008413827,0.0013245676,0.0033973195,0.00070478534,0.0013194939,0.0064840876],"category_scores_gemma":[0.0053519094,0.00015274431,0.00020667083,0.0014326655,0.0022162083,0.0028748715,0.0013412826,0.0009163425,0.000332204],"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":[0.000594204,0.00045656547,0.08177603,0.008918311,0.00016917769,0.0048959185,0.023907473,0.0075131766,0.0464357,0.16435388,0.013449205,0.6475304],"study_design_scores_gemma":[0.000047063728,0.0021352216,0.23307611,0.0076398384,0.0002278332,0.0026270638,0.13015708,0.0025083497,0.017450862,0.03153236,0.5724688,0.00012943741],"about_ca_topic_score_codex":0.017236194,"about_ca_topic_score_gemma":0.030291913,"teacher_disagreement_score":0.017236194,"about_ca_system_score_codex":0.0034760034,"about_ca_system_score_gemma":0.0108872,"threshold_uncertainty_score":0.034271777},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960672,0.00019119316,0.0006199735,0.00004637565,0.00000876185,0.0018788876,0.00011125577,0.000014666426,0.0010616196],"genre_scores_gemma":[0.9890856,0.0008730592,0.0050404673,0.00009792343,0.000020671943,0.0015490295,0.00031603078,0.000014076862,0.0030032184],"study_design_codex":"nonrandomized_trial","study_design_gemma":"observational","domain_scores_codex":[0.99758196,0.0011478291,0.00013669855,0.00025581458,0.0006295159,0.0002481531],"domain_scores_gemma":[0.99764013,0.0005395127,0.00035928207,0.00018387804,0.0007475142,0.00052970136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003757914,0.0008533652,0.00083230226,0.0006379235,0.0007483709,0.0014421009,0.0014951833,0.0013467529,0.0027076593],"category_scores_gemma":[0.0031949894,0.00033448933,0.0008235568,0.00063175353,0.001178242,0.00068070454,0.0010116878,0.00095250655,0.0004555386],"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":[0.15039402,0.33961213,0.03132674,0.0033882367,0.0013290981,0.0008184905,0.0035880874,0.009261081,0.20528735,0.0007823699,0.00062442094,0.25358805],"study_design_scores_gemma":[0.0059152558,0.9364139,0.017777557,0.00010413178,0.00048781314,0.00012243142,0.0009419629,0.0010829004,0.034249295,0.00011910849,0.0027577917,0.000027879163],"about_ca_topic_score_codex":0.005323182,"about_ca_topic_score_gemma":0.01115324,"teacher_disagreement_score":0.005323182,"about_ca_system_score_codex":0.0015158606,"about_ca_system_score_gemma":0.0026614163,"threshold_uncertainty_score":0.019873977},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9150047,0.0029548104,0.066610366,0.0011324915,0.00021820102,0.00064713444,0.000758836,0.0017568337,0.0109167285],"genre_scores_gemma":[0.95441985,0.0013061685,0.033730716,0.00020705213,0.000046593017,0.00007523128,0.0005278828,0.0001568131,0.009529595],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996449,0.000041810155,0.000031228737,0.00006404129,0.00017067142,0.000047344638],"domain_scores_gemma":[0.9995307,0.00008955018,0.000079871665,0.000068019326,0.00019328787,0.00003864854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059456605,0.00047760137,0.0003513587,0.00046834524,0.00031425245,0.0007989842,0.000847066,0.0006600347,0.006433443],"category_scores_gemma":[0.0010669692,0.00021603591,0.00035905995,0.00057738664,0.00025221752,0.00117051,0.000355553,0.0006682481,0.0010526713],"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":[0.00051436736,0.0003668224,0.0026540137,0.00058322214,0.000022401722,0.00014973193,0.00009547194,0.0026716874,0.8697067,0.00046408369,0.0012493045,0.12152224],"study_design_scores_gemma":[0.00006430556,0.0011358685,0.010572401,0.000058321897,0.000078752615,0.00029452087,0.00011780852,0.009510766,0.9612888,0.00024959433,0.016591847,0.000037027665],"about_ca_topic_score_codex":0.0031356316,"about_ca_topic_score_gemma":0.0054506445,"teacher_disagreement_score":0.006433443,"about_ca_system_score_codex":0.00050289894,"about_ca_system_score_gemma":0.00051473675,"threshold_uncertainty_score":0.021522045},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44756743,0.002365037,0.50403756,0.0010518401,0.0005201832,0.000868599,0.0016380385,0.005714555,0.036236696],"genre_scores_gemma":[0.7875491,0.0020153467,0.17573713,0.00039275733,0.000053120028,0.00017924196,0.0014203168,0.00027974977,0.03237325],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99955386,0.00001984621,0.000032202028,0.0000857037,0.00027378567,0.000034629935],"domain_scores_gemma":[0.9998481,0.000028808667,0.000022391814,0.000023408618,0.00006386187,0.000013326309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043661214,0.000407297,0.0003390124,0.000536598,0.00034650075,0.0006948002,0.00061082136,0.0005428365,0.002753288],"category_scores_gemma":[0.0005515663,0.00024504453,0.00052227586,0.00051778107,0.00030998274,0.001141453,0.0009027192,0.00092681166,0.0014270738],"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":[0.00029292356,0.0002589178,0.0028295943,0.0005253208,0.000028353881,0.00032595103,0.00025942092,0.021213586,0.7593946,0.006173368,0.004384595,0.20431337],"study_design_scores_gemma":[0.00009789505,0.0004286749,0.001641224,0.00004613786,0.00003692645,0.0003053295,0.000116052965,0.09525232,0.83736646,0.0021281552,0.062528364,0.000052416937],"about_ca_topic_score_codex":0.0025323106,"about_ca_topic_score_gemma":0.0039614835,"teacher_disagreement_score":0.002753288,"about_ca_system_score_codex":0.0006400787,"about_ca_system_score_gemma":0.00084754033,"threshold_uncertainty_score":0.009210646},"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":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.038228966,0.0018185128,0.04841637,0.026644722,0.003081599,0.0012167722,0.0018771917,0.0013812802,0.87733454],"genre_scores_gemma":[0.19209842,0.0010602834,0.05692559,0.008264185,0.00021380222,0.0004239316,0.0026337167,0.0006221445,0.73775786],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9945623,0.00063793786,0.000104791645,0.0003490624,0.0036504858,0.00069539476],"domain_scores_gemma":[0.9928116,0.0006999601,0.0004342524,0.0006461496,0.0031836797,0.0022243096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0054992195,0.00035475055,0.00025970017,0.00072702393,0.0027915821,0.0032061995,0.001183428,0.0027195325,0.027338756],"category_scores_gemma":[0.004108429,0.00041056058,0.00027242952,0.0008694971,0.0010905353,0.0015571668,0.0031776708,0.002694801,0.004688602],"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":[0.00052374485,0.0013919339,0.015142433,0.00040876557,0.00006561809,0.0013612973,0.0010005864,0.0019966275,0.034206737,0.103867576,0.52011114,0.31992355],"study_design_scores_gemma":[0.000041010302,0.00019417147,0.006254837,0.000056638874,0.00000729185,0.00025380804,0.00043267274,0.0010215099,0.0045400746,0.002736971,0.9844395,0.000021514345],"about_ca_topic_score_codex":0.015267256,"about_ca_topic_score_gemma":0.032852653,"teacher_disagreement_score":0.027338756,"about_ca_system_score_codex":0.0017797085,"about_ca_system_score_gemma":0.018583514,"threshold_uncertainty_score":0.09145719},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11137326,0.17125247,0.37726378,0.10545587,0.003618864,0.0050662956,0.0018882795,0.0048322924,0.21924897],"genre_scores_gemma":[0.3547812,0.10537755,0.4976746,0.011133043,0.00060751115,0.0021072254,0.0018626832,0.001197222,0.025258962],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9379189,0.021883916,0.0060749557,0.004295459,0.027405338,0.0024213914],"domain_scores_gemma":[0.94419163,0.019620351,0.006183354,0.007782389,0.020436931,0.0017853038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.055369433,0.0013163358,0.0015110587,0.005664687,0.0027639568,0.012583592,0.00816718,0.004903858,0.004763204],"category_scores_gemma":[0.061746545,0.0009818784,0.0013101245,0.0047168713,0.006708228,0.0064638113,0.0062329625,0.004077611,0.0050085634],"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":[0.0003605395,0.001092892,0.013524237,0.00937276,0.00018149737,0.0026169477,0.014891047,0.010203768,0.019615026,0.0349455,0.04709771,0.84609807],"study_design_scores_gemma":[0.000049237537,0.0007307703,0.0091380235,0.014865967,0.00013432882,0.0029924859,0.013663183,0.0029438671,0.023399152,0.035141006,0.89665025,0.00029172513],"about_ca_topic_score_codex":0.012929221,"about_ca_topic_score_gemma":0.02238098,"teacher_disagreement_score":0.055369433,"about_ca_system_score_codex":0.0057905726,"about_ca_system_score_gemma":0.015728455,"threshold_uncertainty_score":0.29282504},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88630116,0.0004382563,0.111414775,0.0000729312,0.000017394195,0.000038346487,0.00024215717,0.00056655926,0.0009083255],"genre_scores_gemma":[0.9823276,0.00010787799,0.016905898,0.000007823857,0.000004977132,0.000022222428,0.00025019742,0.000013099659,0.0003602085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998319,0.000034257857,0.000014841372,0.00003879337,0.00006432219,0.000015703938],"domain_scores_gemma":[0.9995863,0.00020587581,0.000076519544,0.00003242935,0.000085654356,0.000013265513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062879507,0.00072373834,0.00052454637,0.0009893789,0.00013652924,0.00042213165,0.00040516243,0.00062824006,0.0004965778],"category_scores_gemma":[0.00102048,0.0002776458,0.0007094375,0.00065463386,0.00022003059,0.00040892334,0.00020063366,0.0004103841,0.00024471903],"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":[0.00014149446,0.00023062357,0.016334787,0.00010746267,0.0000555093,0.00009419327,0.00003416784,0.88152605,0.031819984,0.00019380286,0.00022230521,0.06923975],"study_design_scores_gemma":[0.000003245411,0.00005330205,0.0061390377,0.0000039303945,0.0000080528725,0.000010341897,0.000009358268,0.9864861,0.007081971,0.00009855398,0.00010005426,0.0000060453613],"about_ca_topic_score_codex":0.0029171975,"about_ca_topic_score_gemma":0.0037039416,"teacher_disagreement_score":0.0029171975,"about_ca_system_score_codex":0.00034314982,"about_ca_system_score_gemma":0.00038823206,"threshold_uncertainty_score":0.0058003664},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992126,0.00003831138,0.0003553767,0.000003648242,0.0000014706617,0.0000050287726,0.00005489385,0.000008675129,0.0003200509],"genre_scores_gemma":[0.99890924,0.000036667014,0.0003342729,0.000005950313,5.5034883e-7,0.0000033240299,0.000050916817,0.000004434566,0.00065453915],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99986815,0.00001268455,0.000013612663,0.000029924066,0.000047417354,0.000028207356],"domain_scores_gemma":[0.99955684,0.00012711555,0.00009439942,0.000022060654,0.00013632215,0.00006323712],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026167437,0.00013866548,0.0001518929,0.00043518996,0.0002551212,0.00042005195,0.00021903172,0.0002866313,0.0010661117],"category_scores_gemma":[0.0006177333,0.00011962595,0.0001070575,0.00029319388,0.00033151245,0.00028326182,0.00022260538,0.00021713288,0.00017623641],"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":[0.0008594625,0.000059359292,0.034909345,0.00011985842,0.00002364604,0.00046451914,0.0005782374,0.0076724757,0.94664496,0.00021324263,0.00008025478,0.008374671],"study_design_scores_gemma":[0.00003377033,0.0017582988,0.3069849,0.000086582986,0.000068869005,0.00045681433,0.0026048326,0.023136526,0.661176,0.00046715213,0.0031559295,0.00007028294],"about_ca_topic_score_codex":0.004861979,"about_ca_topic_score_gemma":0.014034295,"teacher_disagreement_score":0.004861979,"about_ca_system_score_codex":0.00030675944,"about_ca_system_score_gemma":0.00013969095,"threshold_uncertainty_score":0.009667337},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970298,0.00053798873,0.0010641525,0.000023658526,0.000007607644,0.000017381995,0.00011118936,0.00003789339,0.0011701973],"genre_scores_gemma":[0.99703634,0.00022777569,0.001559493,0.000019034866,0.000002057509,0.000009295734,0.00007572533,0.00002139066,0.0010488984],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997212,0.000032364016,0.00001842278,0.000040269148,0.00013413695,0.00005343599],"domain_scores_gemma":[0.99980015,0.000032753596,0.000056957157,0.000020665397,0.000060293896,0.00002917141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024154119,0.00043862095,0.00033358074,0.0005833716,0.00023354165,0.00056061835,0.00038100124,0.00032004036,0.0014491748],"category_scores_gemma":[0.0003072157,0.00019854336,0.00034638433,0.00041343473,0.00026767646,0.0003750683,0.0003226724,0.00037304772,0.0002965135],"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":[0.00021960451,0.000042610252,0.0006769845,0.00011467306,0.000008533087,0.000085279404,0.000034239572,0.0004035822,0.9938771,0.000057170622,0.000029575276,0.0044504963],"study_design_scores_gemma":[0.0000075822713,0.00047722383,0.003813668,0.000011148384,0.000017705754,0.00009252835,0.000068092486,0.0004085783,0.993789,0.000019020843,0.0012896662,0.000005881984],"about_ca_topic_score_codex":0.0012518247,"about_ca_topic_score_gemma":0.0049221534,"teacher_disagreement_score":0.0014491748,"about_ca_system_score_codex":0.00033748843,"about_ca_system_score_gemma":0.00027284413,"threshold_uncertainty_score":0.004847944},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983736,0.00041050528,0.00061822246,0.000014457415,0.0000072845933,0.000020889476,0.00006308701,0.00003273832,0.00045918606],"genre_scores_gemma":[0.9959318,0.0004270496,0.001835168,0.000027967562,0.000003467805,0.000023061659,0.00012375966,0.000024444369,0.0016032462],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995839,0.00007050557,0.000032343345,0.00007001629,0.00017700641,0.000066338675],"domain_scores_gemma":[0.99969316,0.000038772898,0.00009319247,0.00002589891,0.00009742161,0.000051640698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042737348,0.0005724896,0.00060525775,0.00056725054,0.0002933295,0.00057707273,0.0003530875,0.0004943091,0.0012628536],"category_scores_gemma":[0.0004561389,0.00026011202,0.00047795044,0.00043459408,0.00023447115,0.00044858878,0.00048550623,0.00052017975,0.0004164919],"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":[0.00057835504,0.00014657584,0.0007740777,0.00013156566,0.000024077463,0.00007878127,0.000032749813,0.0002446534,0.99307865,0.000016640095,0.000028573013,0.004865317],"study_design_scores_gemma":[0.000016687707,0.0013779517,0.006037274,0.000015231847,0.000038573624,0.00011944031,0.00006427825,0.00047759403,0.9906476,0.000014319673,0.0011817218,0.000009282706],"about_ca_topic_score_codex":0.001489272,"about_ca_topic_score_gemma":0.0030854149,"teacher_disagreement_score":0.001489272,"about_ca_system_score_codex":0.00029927745,"about_ca_system_score_gemma":0.0002939829,"threshold_uncertainty_score":0.004224658},"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":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35991365,0.030188138,0.19397302,0.18264748,0.0020981876,0.00034591515,0.0006244738,0.0010844382,0.22912483],"genre_scores_gemma":[0.88272,0.016452646,0.06695691,0.004582096,0.00037845995,0.00010353932,0.0002772566,0.00025043127,0.028278705],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9983809,0.0003142894,0.00007858397,0.000110578134,0.0007086459,0.00040704088],"domain_scores_gemma":[0.9980274,0.0004950847,0.00013578632,0.00010926596,0.0008326111,0.00039990552],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036436545,0.0005189939,0.00037293285,0.0005450319,0.0017366086,0.004621928,0.0015345773,0.0024425744,0.007985913],"category_scores_gemma":[0.0021291038,0.00029876147,0.00036592127,0.00056161656,0.002218312,0.0066024484,0.0024845765,0.0022098287,0.001305519],"study_design_candidate":"theoretical_or_conceptual","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":[0.00028473302,0.0003496079,0.01149171,0.001738617,0.00007250724,0.0030376532,0.0055265673,0.02963298,0.058403593,0.29833952,0.057976704,0.53314567],"study_design_scores_gemma":[0.000025153757,0.00082174444,0.009798958,0.0013029675,0.00008160146,0.0022520917,0.054124907,0.024758983,0.03260168,0.17903101,0.694947,0.00025393371],"about_ca_topic_score_codex":0.0034233774,"about_ca_topic_score_gemma":0.009803881,"teacher_disagreement_score":0.007985913,"about_ca_system_score_codex":0.0013679373,"about_ca_system_score_gemma":0.0027477266,"threshold_uncertainty_score":0.026715577},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.971788,0.00007389039,0.019440608,0.0002092883,0.000016601816,0.001115594,0.00024290837,0.00030731075,0.006805862],"genre_scores_gemma":[0.9492522,0.00008760127,0.044782262,0.00009418792,0.000009601186,0.00039941684,0.00024757345,0.0000624154,0.0050646476],"study_design_codex":"design_other","study_design_gemma":"case_report","domain_scores_codex":[0.99776876,0.0008971623,0.00011370157,0.00028049905,0.0005712311,0.0003686588],"domain_scores_gemma":[0.99714774,0.0010557937,0.0002705964,0.00053857727,0.0006339371,0.0003534703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027700632,0.0006880904,0.0003334946,0.0006331266,0.0015147288,0.0008263927,0.0014136247,0.0015153945,0.0026152085],"category_scores_gemma":[0.0034995968,0.00025823727,0.00045968502,0.0004923203,0.00073734735,0.0009596371,0.00093838107,0.00061784923,0.00046259517],"study_design_candidate":"case_report","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":[0.0025976012,0.009050093,0.07549947,0.0024936744,0.00026328053,0.026186379,0.025359133,0.11708125,0.29057828,0.0067510074,0.009767124,0.43437278],"study_design_scores_gemma":[0.00093100924,0.050839767,0.11823422,0.0005906527,0.0003823579,0.012474045,0.06728358,0.1445791,0.47841626,0.0054294877,0.1204506,0.00038907758],"about_ca_topic_score_codex":0.0034145196,"about_ca_topic_score_gemma":0.010252081,"teacher_disagreement_score":0.0034145196,"about_ca_system_score_codex":0.0017617162,"about_ca_system_score_gemma":0.0013888916,"threshold_uncertainty_score":0.014649689},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88396835,0.0009711691,0.05888766,0.00262949,0.00011951868,0.0012901224,0.000506428,0.0014379363,0.050189294],"genre_scores_gemma":[0.9488363,0.00038081466,0.046256986,0.000082697894,0.000017028478,0.00013520115,0.0002432268,0.000048318794,0.0039993636],"study_design_codex":"design_other","study_design_gemma":"case_report","domain_scores_codex":[0.9964765,0.00097588665,0.00026142746,0.00039075807,0.0015337085,0.00036171195],"domain_scores_gemma":[0.99657154,0.0006430984,0.00033990084,0.00030954755,0.0018538717,0.00028209985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004169813,0.0006621655,0.00035120314,0.0024355645,0.0017612869,0.0026896067,0.0012520959,0.0013952391,0.0021372675],"category_scores_gemma":[0.004774862,0.0003220798,0.0005839298,0.0011458538,0.0007693714,0.0015948861,0.0024488217,0.0008460142,0.00048409222],"study_design_candidate":"case_report","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":[0.0009094764,0.0016902803,0.18029556,0.0008393176,0.00016580039,0.004879946,0.014535847,0.069210984,0.016886301,0.013137993,0.011327299,0.68612117],"study_design_scores_gemma":[0.00025547846,0.0034551995,0.30878663,0.0017981173,0.0005346177,0.0029898824,0.047509115,0.46090737,0.048651256,0.024731101,0.099798575,0.00058275723],"about_ca_topic_score_codex":0.028020265,"about_ca_topic_score_gemma":0.028049227,"teacher_disagreement_score":0.028020265,"about_ca_system_score_codex":0.004246236,"about_ca_system_score_gemma":0.0060760016,"threshold_uncertainty_score":0.05571431},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9908824,0.000073980525,0.0064688767,0.000015706242,0.0000050279987,0.00003112548,0.0007731108,0.00020383108,0.001545988],"genre_scores_gemma":[0.99050975,0.000103550396,0.007929474,0.000011161068,0.000004423802,0.000025090667,0.00081239245,0.000011559105,0.0005926785],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998004,0.00001877856,0.00001827863,0.000050756636,0.00008221403,0.000029588215],"domain_scores_gemma":[0.99975985,0.000043964366,0.00008255608,0.000020396641,0.00006674122,0.00002651374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028281522,0.00035186217,0.00027144974,0.0012233387,0.000182279,0.0006166547,0.00025477773,0.00028997168,0.0006076724],"category_scores_gemma":[0.00047030073,0.0001523876,0.0002750425,0.0013334709,0.00015571858,0.0005571356,0.0003448509,0.00020690741,0.00029265851],"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":[0.0002904991,0.00020483421,0.8157875,0.00010656151,0.00016874401,0.00039437576,0.00029251,0.028577117,0.060429152,0.0002448715,0.0005632716,0.09294059],"study_design_scores_gemma":[0.000009808772,0.0001557033,0.86827403,0.000012982546,0.000062480285,0.00014846773,0.0004059194,0.119500436,0.010420136,0.000105597144,0.0008784724,0.00002593046],"about_ca_topic_score_codex":0.005878549,"about_ca_topic_score_gemma":0.01673585,"teacher_disagreement_score":0.005878549,"about_ca_system_score_codex":0.00023946005,"about_ca_system_score_gemma":0.00026340905,"threshold_uncertainty_score":0.01168865},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9271344,0.0013912771,0.061584745,0.000378863,0.0001211478,0.00014332127,0.0006294069,0.00064226374,0.00797452],"genre_scores_gemma":[0.9838937,0.00078529835,0.012317327,0.000064806096,0.000020118521,0.00009341872,0.00040158338,0.000055589077,0.0023680276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997805,0.000061783416,0.000026010903,0.00005383482,0.000046473262,0.000031410076],"domain_scores_gemma":[0.99899894,0.0005568793,0.00010870225,0.000074174735,0.00020031669,0.000060999468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008277809,0.0010081318,0.0006487639,0.0009561121,0.0003829368,0.001260469,0.0009958844,0.0015412383,0.0010756862],"category_scores_gemma":[0.0018658425,0.0003936191,0.0011381123,0.00055565336,0.0003532776,0.00095383514,0.0004416131,0.0008338061,0.0002963462],"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":[0.00020588253,0.0001295074,0.005518916,0.00007848836,0.000051691404,0.000054383683,0.00005328458,0.9786629,0.0023918601,0.0004879962,0.00025367446,0.012111444],"study_design_scores_gemma":[0.000008481693,0.00007977489,0.00097449287,0.0000114215,0.000011903774,0.000010513673,0.00002186005,0.9978066,0.0008098905,0.00011229728,0.0001430017,0.000009692358],"about_ca_topic_score_codex":0.026510464,"about_ca_topic_score_gemma":0.013720841,"teacher_disagreement_score":0.026510464,"about_ca_system_score_codex":0.00068233476,"about_ca_system_score_gemma":0.0009168381,"threshold_uncertainty_score":0.05271232},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05325766,0.001033951,0.9401281,0.00048619357,0.000085799205,0.00009596526,0.00044255157,0.0010589014,0.0034108246],"genre_scores_gemma":[0.8685298,0.0016732911,0.11739663,0.00023986683,0.00012452721,0.00043967558,0.0014610894,0.00018530594,0.009949882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999663,0.000083796534,0.000020271222,0.000096239004,0.0000764024,0.000060376075],"domain_scores_gemma":[0.99785656,0.0015126939,0.00020957548,0.000059784685,0.00030867592,0.00005272695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014270106,0.0010971084,0.0013518191,0.00087560574,0.00038328776,0.001476549,0.001865862,0.0021299587,0.002902058],"category_scores_gemma":[0.0043362137,0.0008796293,0.0011794278,0.0007836967,0.0005772122,0.0013568378,0.0008361147,0.0025235526,0.0007318321],"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":[0.00002172859,0.000020858331,0.0005554663,0.00002994242,0.000016216547,0.000029082972,0.000012241767,0.9906859,0.00034570086,0.0015115967,0.0002779687,0.0064934148],"study_design_scores_gemma":[0.0000012951749,0.000003947441,0.00006281073,0.0000026773123,0.0000022633576,0.0000021788367,0.0000020665161,0.9991316,0.000072835464,0.00059801765,0.00011824043,0.00000213857],"about_ca_topic_score_codex":0.019467572,"about_ca_topic_score_gemma":0.009042851,"teacher_disagreement_score":0.019467572,"about_ca_system_score_codex":0.0011694345,"about_ca_system_score_gemma":0.0011921785,"threshold_uncertainty_score":0.038708508},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.110066086,0.0022203827,0.8712182,0.00089885545,0.00008806441,0.0010857658,0.00022842932,0.0016457062,0.012548603],"genre_scores_gemma":[0.59000576,0.002099423,0.40351027,0.00018512092,0.00004901442,0.00057581515,0.00045780218,0.0003261739,0.0027905812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99292666,0.0027446018,0.00058749394,0.0006618389,0.0026910824,0.0003883416],"domain_scores_gemma":[0.9905143,0.0042900206,0.0016677254,0.000840355,0.0023673777,0.0003202527],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.014009797,0.0014757947,0.00092617515,0.0023897113,0.0007213366,0.00850541,0.0016770947,0.0014502524,0.002433978],"category_scores_gemma":[0.01453558,0.0006804146,0.001144705,0.0012130413,0.00170141,0.0039136894,0.0026903858,0.0013503773,0.00075452466],"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":[0.0006053319,0.001129531,0.03582645,0.0027248512,0.00029356184,0.00047366958,0.0018656004,0.44879645,0.04441983,0.03361692,0.0014397728,0.42880803],"study_design_scores_gemma":[0.00015517611,0.0048236963,0.028939452,0.0018075048,0.0005121234,0.00039377427,0.0031316986,0.73324347,0.078011304,0.11730204,0.031259354,0.00042040835],"about_ca_topic_score_codex":0.0031244147,"about_ca_topic_score_gemma":0.003189486,"teacher_disagreement_score":0.014009797,"about_ca_system_score_codex":0.0026155207,"about_ca_system_score_gemma":0.0048229857,"threshold_uncertainty_score":0.07409179},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97835606,0.0012087543,0.0150602,0.00008245176,0.00006820339,0.00006297648,0.00037086668,0.00009855657,0.0046918443],"genre_scores_gemma":[0.9906606,0.00036002207,0.006756149,0.00005296755,0.000011661255,0.000034929075,0.00023390201,0.000024907562,0.0018647414],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.996879,0.00027163434,0.0002770452,0.0003810137,0.0020556147,0.0001357125],"domain_scores_gemma":[0.99287367,0.001885614,0.0013865485,0.0003880434,0.0031857118,0.0002804643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017943794,0.0007064891,0.00034299836,0.001435222,0.0003083025,0.0004783634,0.000494915,0.0005811667,0.0017192372],"category_scores_gemma":[0.0049136057,0.00033235797,0.00044791534,0.001302918,0.0006400354,0.0005621395,0.00041334447,0.0005719322,0.00043267148],"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":[0.00056414824,0.00020635183,0.13275018,0.0003217579,0.00013737162,0.0005237812,0.0012267983,0.0014335443,0.8103104,0.0003912613,0.0005777847,0.051556606],"study_design_scores_gemma":[0.000022965969,0.0019068815,0.3700739,0.00007505752,0.0002421846,0.001283051,0.0019143438,0.007676126,0.61104566,0.0003915959,0.005258191,0.00010999806],"about_ca_topic_score_codex":0.0019614366,"about_ca_topic_score_gemma":0.0069857184,"teacher_disagreement_score":0.0019614366,"about_ca_system_score_codex":0.0003097786,"about_ca_system_score_gemma":0.00031997781,"threshold_uncertainty_score":0.009489715},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76714605,0.009221647,0.19446398,0.0021252823,0.00057396526,0.0006432282,0.0006154754,0.0019862105,0.023224123],"genre_scores_gemma":[0.83654016,0.0045901733,0.12438314,0.00042877576,0.0001597211,0.00022942771,0.00048818337,0.00029210397,0.032888256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995901,0.000040425846,0.00003152857,0.00004763429,0.00025067572,0.0000395219],"domain_scores_gemma":[0.9995259,0.00006149096,0.00012533837,0.00006292517,0.00017972512,0.000044665205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033726505,0.0006033579,0.00038935416,0.00067814364,0.00026560508,0.00069524377,0.00071103824,0.00047326388,0.0055483384],"category_scores_gemma":[0.00059253257,0.00029199212,0.00044133476,0.0004995248,0.00018652967,0.0009587498,0.0005094614,0.001076633,0.0025163335],"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":[0.00006984639,0.00009664482,0.000299371,0.000380944,0.000014841516,0.00017177385,0.000034494,0.00057746563,0.9626283,0.00040506962,0.0005786335,0.03474251],"study_design_scores_gemma":[0.000020637524,0.00078275875,0.002052637,0.00007480267,0.0000697177,0.0007391424,0.00012843157,0.004331421,0.95287466,0.00045769173,0.038439427,0.000028561653],"about_ca_topic_score_codex":0.00060631573,"about_ca_topic_score_gemma":0.0022887592,"teacher_disagreement_score":0.0055483384,"about_ca_system_score_codex":0.00026912073,"about_ca_system_score_gemma":0.00043355746,"threshold_uncertainty_score":0.018561006},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991529,0.00029797744,0.00017588248,0.000011203705,0.000005919928,0.000011157409,0.000086567976,0.0000067687947,0.00025169938],"genre_scores_gemma":[0.998331,0.0002856644,0.0005032738,0.000016368236,0.0000034414584,0.000011548322,0.00008455192,0.0000056084314,0.0007585989],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996364,0.00007537796,0.000030010915,0.00006141729,0.00014947685,0.00004731454],"domain_scores_gemma":[0.9996113,0.000098318866,0.000091031594,0.000029793777,0.00012377901,0.000045687822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031324115,0.00035062755,0.00035899767,0.00026535653,0.00022064634,0.00028693094,0.0002688158,0.00035754504,0.00094617106],"category_scores_gemma":[0.00042175033,0.00017846399,0.00035904316,0.0002546959,0.000245986,0.00018132558,0.00018010096,0.00033895974,0.0002004719],"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":[0.00045778765,0.00012578517,0.0024766135,0.00011394323,0.000022749991,0.00008320435,0.000091629496,0.00025377722,0.9932546,0.000011481647,0.000027961949,0.00308062],"study_design_scores_gemma":[0.000011378803,0.0039112982,0.04073161,0.0000132024115,0.000041882264,0.000093107905,0.00028635174,0.000681117,0.95337194,0.000015190768,0.0008279582,0.000014946173],"about_ca_topic_score_codex":0.0016775395,"about_ca_topic_score_gemma":0.0037515427,"teacher_disagreement_score":0.0016775395,"about_ca_system_score_codex":0.0002109812,"about_ca_system_score_gemma":0.00017825278,"threshold_uncertainty_score":0.003335476},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48551294,0.0021669215,0.4958251,0.00025326404,0.000081659055,0.00049867,0.0009806672,0.0020506142,0.012630161],"genre_scores_gemma":[0.9369491,0.0003005938,0.059759136,0.000038296108,0.000007722637,0.00011376235,0.0002613515,0.00013105346,0.0024389988],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987149,0.00012536655,0.0000744057,0.00015086558,0.00084488455,0.000089498935],"domain_scores_gemma":[0.9981224,0.00029846773,0.0004157276,0.00018678773,0.00088626496,0.00009026575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013951462,0.0007155123,0.00045897305,0.0012958816,0.00025556356,0.00093455694,0.0012144615,0.00077559164,0.0024366805],"category_scores_gemma":[0.002161604,0.00036592162,0.00048923626,0.00047448327,0.00037857582,0.000792091,0.0005366507,0.00070029986,0.0011786154],"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":[0.00033417036,0.00018969305,0.0032230797,0.00044543215,0.000019308283,0.00021507608,0.00023982766,0.047744565,0.8554158,0.0017821712,0.00080007873,0.089590795],"study_design_scores_gemma":[0.000051489915,0.001953052,0.010323623,0.000101514415,0.000053341708,0.0005093653,0.00019226609,0.12721652,0.8427882,0.0014379728,0.015275663,0.00009701597],"about_ca_topic_score_codex":0.0010420891,"about_ca_topic_score_gemma":0.0020677133,"teacher_disagreement_score":0.0024366805,"about_ca_system_score_codex":0.000879711,"about_ca_system_score_gemma":0.0006676755,"threshold_uncertainty_score":0.008151472},"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":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06052586,0.00021575904,0.9135361,0.00020756567,0.000039243205,0.0007385611,0.0013116228,0.007879086,0.015546262],"genre_scores_gemma":[0.31605995,0.00035747665,0.6706355,0.00008439527,0.000011073068,0.000755148,0.0039624153,0.001904208,0.0062297545],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9963678,0.0005761342,0.00027511013,0.00040012406,0.0021376847,0.00024313045],"domain_scores_gemma":[0.9951332,0.0018495983,0.00040904162,0.00044020612,0.0020752503,0.000092622846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036867072,0.0014687876,0.0009189528,0.0024945852,0.00071634026,0.002530766,0.0019190621,0.0010863252,0.0072761364],"category_scores_gemma":[0.009354622,0.001112921,0.0013159529,0.0012078236,0.0005163621,0.0022465333,0.0016053703,0.0010584127,0.0020227095],"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":[0.00031319907,0.00035287873,0.009042085,0.0014093064,0.00009082377,0.0013788976,0.0011845987,0.40831813,0.110401265,0.019768246,0.010066549,0.43767402],"study_design_scores_gemma":[0.000090582,0.00054582756,0.00360554,0.0002109025,0.00009713701,0.00064504164,0.0010670903,0.7394823,0.18041109,0.013975713,0.05973511,0.00013371381],"about_ca_topic_score_codex":0.0027290804,"about_ca_topic_score_gemma":0.004937413,"teacher_disagreement_score":0.0072761364,"about_ca_system_score_codex":0.0012613294,"about_ca_system_score_gemma":0.0033034177,"threshold_uncertainty_score":0.024341166},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991543,0.00031527167,0.00024170689,0.000005756719,0.000006886665,0.0000067582973,0.00006052702,0.000011439293,0.00019733112],"genre_scores_gemma":[0.99883646,0.00019570686,0.0005560933,0.000015438245,0.0000036080858,0.00000770549,0.00007330327,0.000008320195,0.0003033764],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996884,0.00003158819,0.00005124298,0.000059901802,0.00011936277,0.00004948891],"domain_scores_gemma":[0.9993099,0.00026011892,0.00014802034,0.00004991031,0.00016900002,0.000062977844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034588343,0.00034291748,0.00027858233,0.00033938332,0.00021827806,0.00029739027,0.00017663042,0.00021786657,0.0010603241],"category_scores_gemma":[0.0008562571,0.00015129895,0.00025891818,0.00034958188,0.0002645169,0.00031914364,0.00021362037,0.000351755,0.00012741986],"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":[0.00035196534,0.00007568578,0.004272457,0.00011896714,0.000021735725,0.000112114554,0.00013149827,0.0005671212,0.9865791,0.000022884491,0.00004849528,0.0076979264],"study_design_scores_gemma":[0.000008253248,0.00099253,0.03535009,0.000011375966,0.000045799396,0.000077582794,0.00017117665,0.0011087233,0.9614402,0.000020190544,0.0007562066,0.000017730743],"about_ca_topic_score_codex":0.0018987011,"about_ca_topic_score_gemma":0.0056316294,"teacher_disagreement_score":0.0018987011,"about_ca_system_score_codex":0.00025109676,"about_ca_system_score_gemma":0.00017532379,"threshold_uncertainty_score":0.0037752986},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99643266,0.000030975672,0.002917473,0.000006531601,0.0000021593994,0.000009233216,0.000080292084,0.00003071698,0.0004900304],"genre_scores_gemma":[0.9987858,0.000031668456,0.0007348678,0.0000022193603,5.0925723e-7,0.0000050998747,0.00007479966,0.000008906622,0.000356288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99983835,0.000016354848,0.000010026363,0.00004465514,0.00005548626,0.000035065103],"domain_scores_gemma":[0.999721,0.00011630845,0.000052212126,0.000027036349,0.000057277557,0.00002609256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030025945,0.00035734806,0.0003366136,0.00045346332,0.00028669962,0.000923404,0.00034743838,0.0005740722,0.0010630692],"category_scores_gemma":[0.00062822003,0.00025022397,0.00044200526,0.00041687343,0.00044646044,0.00049292675,0.00031714485,0.00025519493,0.0001971008],"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":[0.0006680784,0.00029847087,0.09899357,0.00024914573,0.00010263166,0.001243311,0.001059594,0.61083925,0.25509706,0.0012463976,0.00025967284,0.029942742],"study_design_scores_gemma":[0.000039473478,0.0006965796,0.12146811,0.000041383202,0.00007685381,0.00029515492,0.0009946096,0.780242,0.09371604,0.00093831803,0.001407845,0.00008361278],"about_ca_topic_score_codex":0.0076608486,"about_ca_topic_score_gemma":0.009245235,"teacher_disagreement_score":0.0076608486,"about_ca_system_score_codex":0.00054477016,"about_ca_system_score_gemma":0.0004826314,"threshold_uncertainty_score":0.015232503},"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":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35428908,0.038173955,0.4755739,0.009747269,0.0061195535,0.003302711,0.005692468,0.009071038,0.098030046],"genre_scores_gemma":[0.4880385,0.018763302,0.41440544,0.0028614553,0.00077319116,0.001034033,0.004858169,0.0020697748,0.067196116],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989957,0.000051172767,0.00011727042,0.00012363555,0.0005949174,0.00011713976],"domain_scores_gemma":[0.99889886,0.00015577325,0.00017412132,0.00015534405,0.0004908056,0.00012508844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010065285,0.0008480937,0.0006368382,0.001968892,0.0008891332,0.0023363738,0.0010912888,0.0014426234,0.018951546],"category_scores_gemma":[0.0039756633,0.0006155071,0.00087790866,0.0010610052,0.00053117034,0.004003275,0.000866073,0.0011070815,0.011807578],"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":[0.00039834215,0.00036422256,0.006994547,0.0024462813,0.00008209655,0.0009854335,0.0005553752,0.0045399033,0.19434687,0.006666496,0.042297162,0.7403232],"study_design_scores_gemma":[0.00013941618,0.0014272119,0.015181727,0.0019371486,0.0003017487,0.0031711813,0.0018114925,0.011237921,0.3460616,0.008914998,0.6095583,0.00025731485],"about_ca_topic_score_codex":0.0029955637,"about_ca_topic_score_gemma":0.007371542,"teacher_disagreement_score":0.018951546,"about_ca_system_score_codex":0.00056756474,"about_ca_system_score_gemma":0.0006021168,"threshold_uncertainty_score":0.063399196},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9761595,0.0010889651,0.007831103,0.0003220415,0.00013204978,0.00037504325,0.00052188715,0.00027954407,0.013289815],"genre_scores_gemma":[0.97523254,0.00059309334,0.013128201,0.000100901845,0.000016348346,0.00013447469,0.00039372992,0.00005016304,0.010350485],"study_design_codex":"bench_or_experimental","study_design_gemma":"case_report","domain_scores_codex":[0.9994475,0.00004917686,0.0000392688,0.0001238696,0.00026371033,0.00007646588],"domain_scores_gemma":[0.9997358,0.000020430101,0.00002537785,0.000023943685,0.00016417417,0.000030242609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042526715,0.00036129061,0.00036737567,0.00091519684,0.001297038,0.0007870387,0.0006360348,0.0008570718,0.0031880445],"category_scores_gemma":[0.0003511263,0.00017117006,0.00053246395,0.0006929259,0.00034450734,0.00048105002,0.0005420723,0.00041010583,0.0009798995],"study_design_candidate":"case_report","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":[0.0017986239,0.00090803986,0.046146516,0.0012648059,0.000083195366,0.0063139303,0.0019932406,0.0054916255,0.6881444,0.0012360252,0.0061810166,0.24043864],"study_design_scores_gemma":[0.00017670171,0.0049154167,0.12425785,0.00035496987,0.00020897074,0.0037466125,0.0045450614,0.0078142835,0.7714957,0.00087609474,0.08142191,0.00018651801],"about_ca_topic_score_codex":0.009126155,"about_ca_topic_score_gemma":0.020299919,"teacher_disagreement_score":0.009126155,"about_ca_system_score_codex":0.0007026641,"about_ca_system_score_gemma":0.0011051818,"threshold_uncertainty_score":0.018146098},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61811215,0.039487235,0.2534876,0.0058678375,0.0016553497,0.0005433426,0.00030263266,0.0011688027,0.079374984],"genre_scores_gemma":[0.7784757,0.022207858,0.14447503,0.0004562144,0.00029490577,0.000099122764,0.00019210576,0.00014364351,0.053655453],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99966884,0.00003296884,0.000016333699,0.00003392914,0.0002177378,0.00003019632],"domain_scores_gemma":[0.9997904,0.000029833009,0.000019837393,0.000027281803,0.00010607246,0.00002665277],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006264103,0.00043577072,0.00021723227,0.0005163557,0.00033036462,0.0011147785,0.00074706343,0.000786292,0.0020513476],"category_scores_gemma":[0.000530703,0.00023354185,0.00036241882,0.00030336244,0.00072031916,0.001505727,0.0003921171,0.0008925105,0.000611927],"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":[0.00018788836,0.00057837385,0.0033860847,0.0012571312,0.000029714227,0.0016433904,0.0011698318,0.011139415,0.45426184,0.03178695,0.0047802087,0.4897792],"study_design_scores_gemma":[0.00003278712,0.0013566166,0.005884816,0.00042308288,0.000048455528,0.002469298,0.001499234,0.015995562,0.6840303,0.0110874735,0.2770428,0.00012957235],"about_ca_topic_score_codex":0.0013875344,"about_ca_topic_score_gemma":0.0027421985,"teacher_disagreement_score":0.0020513476,"about_ca_system_score_codex":0.00074517704,"about_ca_system_score_gemma":0.00046883372,"threshold_uncertainty_score":0.0068624616},"labels":[],"label_agreement":null},{"id":"W4376877578","doi":"10.1139/cgj-2023-0014","title":"Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","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":true,"route_about_ca":false,"ca_institutions":"University of Alberta; Carleton University","funders":"","keywords":"Mount; Tailings; Geology; Geotechnical engineering; Mechanism (biology); Mining engineering; Failure mechanism; Forensic engineering; Engineering; Materials science; Structural engineering; Philosophy; Metallurgy","score_opus":0.009697473682689804,"score_gpt":0.19945648638187663,"score_spread":0.18975901269918682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376877578","genre_codex":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00027122413,0.0008829126,0.00012141466,0.9679451,0.029538296,0.000009704363,0.00009555464,0.000026728478,0.0011090317],"genre_scores_gemma":[0.0017112945,0.00061116915,0.000111016314,0.97819215,0.016940646,0.000025578962,0.000039763203,0.000018683973,0.0023496686],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9953347,0.0009447006,0.00074569543,0.0007308882,0.0015096497,0.0007344146],"domain_scores_gemma":[0.9805511,0.010704012,0.0011197501,0.00060325995,0.005458184,0.0015637042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008250104,0.000918236,0.0014863415,0.00092173304,0.005057615,0.0035399175,0.004865459,0.07041472,0.010205195],"category_scores_gemma":[0.040976472,0.0012321778,0.0016869917,0.0010182972,0.0040265396,0.004715486,0.0029587848,0.043682314,0.0092485715],"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":[0.00002902037,0.000009122986,0.00018593941,0.000043673517,0.000009053355,0.00014350029,0.00010914595,0.000025391488,0.000070145055,0.00068139174,0.9970253,0.0016683093],"study_design_scores_gemma":[0.00010545366,0.00004366848,0.0018430654,0.0003202308,0.000058209174,0.0005593786,0.0010503829,0.000161193,0.00059379643,0.0049895877,0.9901688,0.00010620588],"about_ca_topic_score_codex":0.016631784,"about_ca_topic_score_gemma":0.022569133,"teacher_disagreement_score":0.07041472,"about_ca_system_score_codex":0.00422684,"about_ca_system_score_gemma":0.0077876886,"threshold_uncertainty_score":0.043631256},"labels":[],"label_agreement":null},{"id":"W4379260760","doi":"10.1016/j.ijrmms.2023.105434","title":"Experimental study on evolutive fracture behavior and properties of sulfate-rich fiber-reinforced cemented paste backfill under pure mode-I, mode-II, and mode-III loadings","year":2023,"lang":"en","type":"article","venue":"International Journal of Rock Mechanics and Mining Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"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":"Materials science; Composite material; Sulfate; Fracture toughness; Stiffness; Ultimate tensile strength; Shear (geology); Fracture (geology); Fracture mechanics; Toughness; Geotechnical engineering; Metallurgy; Geology","score_opus":0.028333720768332092,"score_gpt":0.2717474901732049,"score_spread":0.24341376940487278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379260760","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999038,0.00007993346,0.00056251074,0.0000066573593,0.0000026054436,0.0000050784356,0.00010568569,0.000013020934,0.00018652595],"genre_scores_gemma":[0.99798775,0.00011968566,0.0011714596,0.000010639211,0.0000022414881,0.000015931188,0.000106874904,0.00000909404,0.0005763212],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998084,0.000014574193,0.000013063251,0.000039998144,0.000094750074,0.000029267843],"domain_scores_gemma":[0.9997205,0.00005794231,0.00006613528,0.0000263139,0.000100519734,0.000028571862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022087786,0.00035080177,0.00023976067,0.0002744594,0.00023846349,0.00009975941,0.00022626776,0.00035791457,0.0011713979],"category_scores_gemma":[0.00023951438,0.00015377295,0.00029051185,0.00023085489,0.00026638515,0.00023800056,0.00015510005,0.00028450548,0.000112541136],"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":[0.00012447037,0.000028198461,0.0012117533,0.000032983633,0.0000035617734,0.00006035727,0.00006458386,0.00032853236,0.9967123,0.000016437416,0.000016761616,0.0014000428],"study_design_scores_gemma":[0.000006448035,0.00079246255,0.018951625,0.0000057147454,0.000014150958,0.00008331324,0.00011661222,0.0022159838,0.97747564,0.000027265372,0.0002985751,0.000012330366],"about_ca_topic_score_codex":0.0010782701,"about_ca_topic_score_gemma":0.0025175307,"teacher_disagreement_score":0.0011713979,"about_ca_system_score_codex":0.00013511562,"about_ca_system_score_gemma":0.00011522043,"threshold_uncertainty_score":0.003918767},"labels":[],"label_agreement":null},{"id":"W4380089806","doi":"10.1016/j.conbuildmat.2023.131958","title":"Assessing the influence of geological stress induced damage and initial pH levels on the metal leaching behaviors of cemented paste backfill","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Leachate; Leaching (pedology); Metal; Groundwater; Materials science; Adsorption; Metallurgy; Geotechnical engineering; Environmental science; Environmental chemistry; Chemistry; Geology; Soil water; Soil science","score_opus":0.05269383112139921,"score_gpt":0.2895792296163867,"score_spread":0.23688539849498752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380089806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994808,0.000039539176,0.00024750878,0.000004975703,0.0000023626485,0.0000037879227,0.000087393164,0.0000052612118,0.00012833609],"genre_scores_gemma":[0.9990877,0.00006885914,0.00031850106,0.000008787615,0.0000011207339,0.000004393206,0.000108334876,0.0000032119228,0.00039908636],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998281,0.000017002933,0.000017684166,0.000036834335,0.000063195315,0.00003721149],"domain_scores_gemma":[0.999749,0.000063269246,0.000059083537,0.000019244573,0.00008612671,0.000023152917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022751211,0.00022617696,0.00023829279,0.00015468664,0.00014190911,0.00028090243,0.00018510604,0.00029962062,0.00075759285],"category_scores_gemma":[0.0004573026,0.00012758934,0.00025345004,0.00017560554,0.00020087561,0.00029073987,0.00017877619,0.0002093794,0.0001465222],"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":[0.0008332921,0.00008810035,0.0130057195,0.00007439851,0.000021511245,0.00012156978,0.00011519967,0.0015598991,0.97884583,0.000027718701,0.00004430999,0.005262466],"study_design_scores_gemma":[0.000009042692,0.0015574808,0.04820532,0.000006662756,0.000040282466,0.00010856369,0.00029666178,0.0046254755,0.94455916,0.00005232987,0.00052107393,0.000017877283],"about_ca_topic_score_codex":0.0017701371,"about_ca_topic_score_gemma":0.0035586567,"teacher_disagreement_score":0.0017701371,"about_ca_system_score_codex":0.00015980477,"about_ca_system_score_gemma":0.00017820502,"threshold_uncertainty_score":0.0035196543},"labels":[],"label_agreement":null},{"id":"W4380204098","doi":"10.1016/j.mineng.2023.108157","title":"The environmental and economic case for valuing water recovery and its relationship with tailings storage conservation","year":2023,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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 British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Ernst and Young","keywords":"Tailings; Dewatering; Waste management; Engineering; Water conservation; Environmental science; Energy conservation; Environmental economics; Environmental engineering; Water resources","score_opus":0.013956531121962455,"score_gpt":0.17446522574514067,"score_spread":0.1605086946231782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380204098","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6769637,0.0034903307,0.0688958,0.016966555,0.00019570738,0.00030773727,0.0007074539,0.00008346567,0.23238932],"genre_scores_gemma":[0.99039173,0.00087379286,0.002752849,0.0001067128,0.000027928696,0.0000523124,0.000045817844,0.000014219435,0.0057345578],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9989888,0.000512175,0.000029088587,0.00010334124,0.00014601875,0.00022063463],"domain_scores_gemma":[0.996651,0.002407399,0.00034358868,0.00014068976,0.00022015946,0.00023718734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002006307,0.0008075297,0.0005562755,0.0016573336,0.0010823079,0.0053683603,0.0012079972,0.0034920638,0.006177206],"category_scores_gemma":[0.0075893207,0.00051197404,0.0011129465,0.001787974,0.0031040395,0.0063313274,0.0020408458,0.0026684082,0.00025445342],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019421388,0.0003683975,0.007102142,0.0001851159,0.00006771833,0.0016508038,0.00017703338,0.4669919,0.0016994377,0.50562656,0.002265176,0.013671367],"study_design_scores_gemma":[0.000046399637,0.0002730983,0.005760978,0.00023882289,0.000072384,0.00033296098,0.0017572303,0.6518057,0.0012624223,0.326034,0.012296168,0.00011977226],"about_ca_topic_score_codex":0.011807088,"about_ca_topic_score_gemma":0.008460287,"teacher_disagreement_score":0.011807088,"about_ca_system_score_codex":0.005436928,"about_ca_system_score_gemma":0.0016859592,"threshold_uncertainty_score":0.039447844},"labels":[],"label_agreement":null},{"id":"W4380668177","doi":"10.1520/gtj20220191","title":"Evaluating Cemented Paste Backfill’s Strength Development at Early Age Using the Laboratory Vane Shear Test","year":2023,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","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":"University of Toronto","funders":"","keywords":"Geotechnical engineering; Shear (geology); Direct shear test; Triaxial shear test; Compressive strength; Shear strength (soil); Materials science; Geology; Composite material; Soil water","score_opus":0.10564946415483989,"score_gpt":0.2930812137305782,"score_spread":0.18743174957573833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380668177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97205406,0.0009190245,0.023391504,0.000030656684,0.000053172193,0.000068783556,0.000634998,0.0002705168,0.0025772394],"genre_scores_gemma":[0.9899254,0.00023494908,0.0076366803,0.000022442731,0.0000084255325,0.000033520355,0.00027816778,0.000043327374,0.0018172513],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989932,0.000116865085,0.00008519323,0.00009897452,0.00065119046,0.000054595366],"domain_scores_gemma":[0.99737895,0.0005768256,0.0006339583,0.00017825054,0.0010703971,0.00016158698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012833555,0.00054369896,0.00025654447,0.00135992,0.00017143614,0.00036990087,0.00039251221,0.00045934995,0.0022183245],"category_scores_gemma":[0.002026383,0.0002040521,0.0003163286,0.0006451513,0.00030445942,0.000481225,0.00035131347,0.00034400015,0.00078393763],"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":[0.00038192663,0.00009891955,0.032476097,0.00016941203,0.000031782678,0.00023263806,0.00026335314,0.0012048082,0.9313679,0.0001590377,0.00022540442,0.033388697],"study_design_scores_gemma":[0.000009683573,0.0017242656,0.12798879,0.000033510292,0.00006492907,0.00051003543,0.00037447413,0.0037738883,0.86122614,0.00015767002,0.004074686,0.00006207119],"about_ca_topic_score_codex":0.00049891334,"about_ca_topic_score_gemma":0.0018119203,"teacher_disagreement_score":0.0022183245,"about_ca_system_score_codex":0.00020594968,"about_ca_system_score_gemma":0.00022667869,"threshold_uncertainty_score":0.0074210763},"labels":[],"label_agreement":null},{"id":"W4381378035","doi":"10.1007/s40999-023-00849-x","title":"Engineering Properties of Cemented Paste Backfill with Full-Range Water-Reducing Admixture","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Materials science; Superplasticizer; Cement; Composite material; Rheology; Desiccation","score_opus":0.010227678110580143,"score_gpt":0.18025237772489788,"score_spread":0.17002469961431774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381378035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998345,0.00025074894,0.00066558324,0.00001234831,0.000008974826,0.000005047237,0.00011296762,0.0000309673,0.00056843244],"genre_scores_gemma":[0.9984692,0.000087653185,0.0004655705,0.000007799535,0.0000022360068,0.000004322538,0.000103461796,0.000012697813,0.00084699097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99947757,0.000051752806,0.000036849873,0.000069417154,0.00027092567,0.000093568975],"domain_scores_gemma":[0.9995627,0.0001059355,0.00009263549,0.000043066397,0.00015070333,0.00004493375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062729954,0.00047249373,0.00042351556,0.0005472155,0.0002952925,0.00042919556,0.00038019213,0.00053945085,0.0017859889],"category_scores_gemma":[0.0006995171,0.00020677134,0.0005301188,0.0006337421,0.00032663377,0.0005628633,0.00023847532,0.00029846255,0.00033235166],"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":[0.0011355823,0.00010416689,0.0021628658,0.000111418805,0.000022683234,0.00020593894,0.00008570259,0.0042477944,0.98317486,0.00014496193,0.00012863986,0.008475366],"study_design_scores_gemma":[0.000017458246,0.00143012,0.009456284,0.00000969897,0.00005311053,0.00011614941,0.0001482262,0.0063047768,0.98119855,0.000051127605,0.0011945966,0.000019985097],"about_ca_topic_score_codex":0.0015072096,"about_ca_topic_score_gemma":0.0021879694,"teacher_disagreement_score":0.0017859889,"about_ca_system_score_codex":0.00027183618,"about_ca_system_score_gemma":0.0003902404,"threshold_uncertainty_score":0.0059747696},"labels":[],"label_agreement":null},{"id":"W4382020758","doi":"10.1016/j.mineng.2023.108195","title":"Predicting beach profiles for thickened tailings surface deposition","year":2023,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tailings; Thixotropy; Deposition (geology); Geotechnical engineering; Geology; Slurry; Mechanics; Environmental science; Sediment; Materials science; Metallurgy; Environmental engineering; Geomorphology","score_opus":0.014535129017369095,"score_gpt":0.20489315994590623,"score_spread":0.19035803092853715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382020758","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99437463,0.000039439274,0.0038179934,0.000025335843,0.0000064186056,0.000010556465,0.0005938794,0.00018780577,0.0009439348],"genre_scores_gemma":[0.9964856,0.000027960918,0.0023313446,0.0000045581564,0.0000021378223,0.000003748025,0.00048448268,0.000014855455,0.0006453375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999441,0.000004448221,0.0000028766335,0.000017884118,0.00001336993,0.000017343738],"domain_scores_gemma":[0.9998386,0.00004523599,0.000019746258,0.000015611,0.00004976177,0.00003102756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011717438,0.00042608622,0.000237957,0.00053630833,0.00027459758,0.00062269595,0.00038428768,0.000657534,0.0014154568],"category_scores_gemma":[0.00048821117,0.0002895962,0.0005118501,0.00042105198,0.00012307189,0.00044677785,0.00028640043,0.0004382189,0.00047125743],"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":[0.00040369167,0.0002528253,0.15958688,0.00005605048,0.00009390128,0.0002798729,0.000063556785,0.77721995,0.029379617,0.00025770342,0.00070208823,0.031703845],"study_design_scores_gemma":[0.00000965167,0.00003175732,0.02823915,0.0000036396284,0.000008840735,0.000013032631,0.00004987416,0.96795326,0.0034771522,0.0000896827,0.00011664212,0.0000074332092],"about_ca_topic_score_codex":0.045427985,"about_ca_topic_score_gemma":0.05192617,"teacher_disagreement_score":0.045427985,"about_ca_system_score_codex":0.00055824657,"about_ca_system_score_gemma":0.0004974922,"threshold_uncertainty_score":0.09032714},"labels":[],"label_agreement":null},{"id":"W4382310225","doi":"10.31534/engmod.2023.1.ri.04a","title":"Containment Lining Solutions and Hydrodynamic Stability of Tailings Dam","year":2023,"lang":"en","type":"article","venue":"International Journal for Engineering Modelling","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":"Geological Survey of Canada; Natural Resources Canada","funders":"","keywords":"Tailings; Containment (computer programming); Tailings dam; Environmental science; Geotechnical engineering; Mining engineering; Geology; Materials science; Computer science; Metallurgy","score_opus":0.0335290421547182,"score_gpt":0.23411805611752623,"score_spread":0.20058901396280804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382310225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98816675,0.0001193969,0.010227656,0.000029648927,0.000007691471,0.000008564776,0.000021478521,0.00007866188,0.0013401124],"genre_scores_gemma":[0.9983975,0.000048452217,0.0011914899,0.00000384622,9.887069e-7,0.0000031520326,0.000015596812,0.0000047789576,0.00033424186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998746,0.000027089956,0.000009966086,0.00001569555,0.000038607013,0.000033929424],"domain_scores_gemma":[0.99977785,0.00005211038,0.000077319775,0.00001856165,0.00004656875,0.000027522821],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021774218,0.00023896422,0.0002447102,0.00030092258,0.00027501443,0.0005439532,0.00020891694,0.00036534958,0.0011724103],"category_scores_gemma":[0.00080701784,0.00015907836,0.00015891099,0.00011826649,0.00040501298,0.00036677724,0.00054466707,0.00019839748,0.0001893233],"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":[0.00031941046,0.00010099314,0.012797363,0.0001504947,0.000029715357,0.00051181985,0.00026206058,0.6568893,0.27253905,0.0038014497,0.00034895024,0.052249305],"study_design_scores_gemma":[0.000026790278,0.0011162647,0.009610867,0.0000433766,0.000037206642,0.00017130471,0.00034907533,0.8816314,0.1038976,0.0012814251,0.0018018513,0.000032835625],"about_ca_topic_score_codex":0.0011193926,"about_ca_topic_score_gemma":0.0009957207,"teacher_disagreement_score":0.0011724103,"about_ca_system_score_codex":0.00020717412,"about_ca_system_score_gemma":0.00034954323,"threshold_uncertainty_score":0.0039221644},"labels":[],"label_agreement":null},{"id":"W4384521885","doi":"10.1007/s12613-023-2609-6","title":"Systematic review of mixing technology for recycling waste tailings as cemented paste backfill in mines in China","year":2023,"lang":"en","type":"article","venue":"International Journal of Minerals Metallurgy and Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tailings; Mixing (physics); Waste management; Environmental science; Cement; Engineering; Materials science; Metallurgy","score_opus":0.011051345675485368,"score_gpt":0.25160103531601113,"score_spread":0.24054968964052575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384521885","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.024318485,0.9720097,0.0005161238,0.0003098765,0.000099531535,0.0010651646,0.0011254306,0.00001703276,0.0005386472],"genre_scores_gemma":[0.18274358,0.81084865,0.0031848818,0.0009494369,0.00008581174,0.00094030076,0.0008605403,0.00001779987,0.0003689047],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.98746175,0.003284001,0.0054933266,0.0010109211,0.0023521287,0.00039787794],"domain_scores_gemma":[0.98081255,0.009149564,0.006204819,0.00051787536,0.0029531394,0.0003620839],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.013113371,0.0016208206,0.0084179,0.012858275,0.0010555283,0.002420817,0.0021431963,0.0017478982,0.0027844764],"category_scores_gemma":[0.022614215,0.0009100405,0.008659429,0.011515654,0.0014420431,0.0020861668,0.0020147017,0.00077613845,0.00013892422],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061492244,0.000077326076,0.006300551,0.9151386,0.019050315,0.000360527,0.0014012017,0.00027586098,0.001087141,0.00024621421,0.00075924495,0.054688152],"study_design_scores_gemma":[0.00096560264,0.00284502,0.07815621,0.54501045,0.3259324,0.0010479428,0.0036769593,0.00042843595,0.002248895,0.00059599045,0.038840495,0.00025172258],"about_ca_topic_score_codex":0.021038756,"about_ca_topic_score_gemma":0.07238422,"teacher_disagreement_score":0.021038756,"about_ca_system_score_codex":0.0038472263,"about_ca_system_score_gemma":0.02495998,"threshold_uncertainty_score":0.06935096},"labels":[],"label_agreement":null},{"id":"W4384562089","doi":"10.1007/s12613-023-2640-7","title":"Multiphysics processes in the interfacial transition zone of fiber-reinforced cementitious composites under induced curing pressure and implications for mine backfill materials: A critical review","year":2023,"lang":"en","type":"review","venue":"International Journal of Minerals Metallurgy and Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Materials science; Composite material; Curing (chemistry); Multiphysics; Cementitious; Cement; Finite element method; Structural engineering","score_opus":0.08194792958139932,"score_gpt":0.33746410213948685,"score_spread":0.25551617255808756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384562089","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005579898,0.99872154,0.00016607878,0.00009057646,0.0000794851,0.0000037513587,0.000011653758,0.000003350909,0.0003654218],"genre_scores_gemma":[0.0023914655,0.9969056,0.00021239444,0.00007417796,0.0000804877,0.000004779709,0.0000147805995,0.0000012299025,0.00031498476],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998486,0.00001540198,0.000017458873,0.000037652193,0.0000621455,0.000018818155],"domain_scores_gemma":[0.99966514,0.00015841369,0.000058279475,0.000008771221,0.00009510112,0.000014357984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056637183,0.00087855547,0.0012644598,0.0014293982,0.00021090014,0.00091069355,0.00074564875,0.0009563495,0.0012787032],"category_scores_gemma":[0.0005115828,0.00039387247,0.0006117051,0.001532277,0.00041784224,0.0012172955,0.0005473522,0.0009938731,0.0005178519],"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":[0.000189156,0.00018874262,0.0004913633,0.05721694,0.0002980238,0.00036463398,0.00017631984,0.0017586028,0.029703211,0.0053167185,0.009485155,0.8948111],"study_design_scores_gemma":[0.000037786194,0.00047856258,0.004464556,0.007936606,0.0008046699,0.0013769084,0.00028132167,0.0010292303,0.019085905,0.0042066122,0.9601743,0.00012347236],"about_ca_topic_score_codex":0.0010330614,"about_ca_topic_score_gemma":0.0019742486,"teacher_disagreement_score":0.0014293982,"about_ca_system_score_codex":0.00045784435,"about_ca_system_score_gemma":0.0010065051,"threshold_uncertainty_score":0.0042776465},"labels":[],"label_agreement":null},{"id":"W4385370884","doi":"10.52202/066314-0068","title":"Production of Coal Tailings-Based Aggregate for Road Application","year":2022,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wind Energy Institute of Canada","funders":"","keywords":"Tailings; Coal; Aggregate (composite); Environmental science; Waste management; Mining engineering; Engineering; Metallurgy","score_opus":0.012129000424080933,"score_gpt":0.20509629788028608,"score_spread":0.19296729745620514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385370884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9317574,0.0011365836,0.045152504,0.0002760966,0.00027824985,0.00033199452,0.003200258,0.0009694283,0.016897522],"genre_scores_gemma":[0.9810714,0.00038047085,0.011433436,0.000037230053,0.000021909706,0.000056826957,0.0008938008,0.00007793658,0.00602704],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996245,0.000023834858,0.000022381426,0.00006788702,0.00019684549,0.00006451044],"domain_scores_gemma":[0.9996948,0.000024726083,0.000023758872,0.00005224732,0.00015315725,0.0000513243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040566095,0.00055017177,0.0005022924,0.001084325,0.00072671013,0.00086974894,0.00042311952,0.00048702894,0.004169783],"category_scores_gemma":[0.00045827247,0.00019750246,0.000794233,0.0014077728,0.0002409921,0.0005151375,0.0005995873,0.0006279881,0.0015778698],"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":[0.00045103984,0.00033089696,0.00496897,0.00040467153,0.00005148338,0.00068674627,0.00018276308,0.010135108,0.89404464,0.00089644187,0.0025597587,0.085287504],"study_design_scores_gemma":[0.000024487463,0.00045998342,0.009652605,0.000034395176,0.00009603381,0.00013828064,0.0002782118,0.011959382,0.9611189,0.0007438905,0.015469492,0.0000244047],"about_ca_topic_score_codex":0.0024638483,"about_ca_topic_score_gemma":0.0072948313,"teacher_disagreement_score":0.004169783,"about_ca_system_score_codex":0.00057584036,"about_ca_system_score_gemma":0.0008727529,"threshold_uncertainty_score":0.013949335},"labels":[],"label_agreement":null},{"id":"W4385534861","doi":"10.1016/j.mineng.2023.108258","title":"Rheology and setting time of saline cemented paste backfill","year":2023,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"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; Lafarge Canada","keywords":"Rheology; Cement; Tailings; Portland cement; Dissolution; Ground granulated blast-furnace slag; Mixing (physics); Materials science; Viscosity; Soil salinity; Metallurgy; Environmental science; Chemical engineering; Composite material; Soil water; Soil science; Engineering","score_opus":0.006912975814312888,"score_gpt":0.1764730364211449,"score_spread":0.169560060606832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385534861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980932,0.0001890325,0.0004780338,0.000024263469,0.000015083874,0.0000041930366,0.00017692945,0.00004502655,0.00097419706],"genre_scores_gemma":[0.9989747,0.000042235308,0.00013392179,0.0000074691793,0.0000030034194,0.000002226951,0.000101620804,0.000010646971,0.00072432344],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998093,0.00001852218,0.000016207554,0.000041843243,0.000068937465,0.000045235094],"domain_scores_gemma":[0.99959916,0.00013717053,0.00008542671,0.000037048176,0.00009547313,0.00004576288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021826578,0.0001930986,0.00020601625,0.0003315314,0.00023670745,0.00036105217,0.00018970459,0.00028781316,0.0037345102],"category_scores_gemma":[0.000740621,0.00011228292,0.00020586446,0.00033796782,0.0002657122,0.000515773,0.000113395596,0.00040686445,0.00044726426],"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":[0.002102156,0.00014207447,0.01132197,0.00006902045,0.000013802944,0.0004760878,0.0003160548,0.0015542646,0.97089046,0.00024141098,0.00033989563,0.012532846],"study_design_scores_gemma":[0.000011826053,0.00082077185,0.051540934,0.000012294383,0.000021459766,0.00018767311,0.00041078415,0.0065620625,0.93886304,0.00009380287,0.0014443629,0.000030983716],"about_ca_topic_score_codex":0.0009480187,"about_ca_topic_score_gemma":0.0007103413,"teacher_disagreement_score":0.0037345102,"about_ca_system_score_codex":0.00019394889,"about_ca_system_score_gemma":0.00019464454,"threshold_uncertainty_score":0.012493134},"labels":[],"label_agreement":null},{"id":"W4385872935","doi":"10.2139/ssrn.4542494","title":"The Role of Tannic Acid in Enhancing the Dewatering of Oil Sands Mature Fine Tailings by Coagulation-Flocculation and Pressure Filtration","year":2023,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Flocculation; Tailings; Dewatering; Coagulation; Filtration (mathematics); Tannic acid; Oil sands; Chemistry; Pulp and paper industry; Environmental science; Chromatography; Waste management; Materials science; Metallurgy; Environmental engineering; Geology; Composite material; Geotechnical engineering; Engineering; Mathematics; Organic chemistry","score_opus":0.004891188162173669,"score_gpt":0.19227539982026845,"score_spread":0.18738421165809477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385872935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99686414,0.0013517522,0.0010254594,0.000036469486,0.000015343665,0.000014343748,0.000036882597,0.000014234691,0.0006413355],"genre_scores_gemma":[0.9975733,0.0005155722,0.0010354909,0.000016345117,0.000004038996,0.000002978149,0.000022712085,0.000005319849,0.0008242821],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99991655,0.000017927665,0.000006013595,0.000016015087,0.000015827796,0.00002768864],"domain_scores_gemma":[0.99989736,0.000027508268,0.000016754368,0.0000069519165,0.000028993929,0.000022444336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017716679,0.0002738198,0.00025449053,0.00020624149,0.00019886166,0.00040475477,0.00015737549,0.00032341984,0.00046886344],"category_scores_gemma":[0.00024305527,0.00010313172,0.00035689797,0.00012676037,0.00021617027,0.0003254833,0.00015833473,0.000321306,0.00010720901],"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":[0.00040707717,0.000050454008,0.00083718536,0.00008720647,0.000016625212,0.00003200541,0.000030902887,0.00038113896,0.99264,0.00007178069,0.000016365013,0.005429415],"study_design_scores_gemma":[0.0000061704673,0.00031761755,0.0048813727,0.000008482152,0.000034102457,0.000025632453,0.000030166342,0.0010704938,0.9931961,0.00003865877,0.00038714666,0.0000040845134],"about_ca_topic_score_codex":0.004278558,"about_ca_topic_score_gemma":0.005578978,"teacher_disagreement_score":0.004278558,"about_ca_system_score_codex":0.00025567127,"about_ca_system_score_gemma":0.00039985124,"threshold_uncertainty_score":0.008507311},"labels":[],"label_agreement":null},{"id":"W4386063105","doi":"10.1016/j.conbuildmat.2023.132958","title":"Clinker Portland with iron ore tailing and its characterization by integrated laboratory methods","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Empresa Brasileira de Pesquisa e Inovação Industrial; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Ulsan National Institute of Science and Technology; Vale Canada Limited","keywords":"Portland cement; Alite; Clinker (cement); Metallurgy; Materials science; Belite; Compressive strength; Tailings; Raw material; Lime; Calcination; Cement; Mineralogy; Composite material; Geology; Chemistry","score_opus":0.010171578836639503,"score_gpt":0.23598308809807783,"score_spread":0.22581150926143834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386063105","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96731013,0.0004167228,0.014309097,0.00011618861,0.000046397035,0.00012469308,0.0003850795,0.0002156491,0.017076096],"genre_scores_gemma":[0.91459095,0.00040608316,0.024780296,0.00014487476,0.000013862947,0.00011635487,0.00081158645,0.00013362282,0.059002433],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963486,0.000028192011,0.000017782411,0.0000830257,0.00019933397,0.000036838388],"domain_scores_gemma":[0.999777,0.000037444926,0.000036848196,0.00002972957,0.00009848156,0.000020542268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003610766,0.00036595928,0.00018136362,0.00075366057,0.00061989506,0.00059460715,0.00037550338,0.00056453614,0.0033160897],"category_scores_gemma":[0.0003842276,0.00020711683,0.00023824783,0.0006615061,0.00031356144,0.00042793952,0.0003050155,0.00049958884,0.00093287457],"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":[0.00016097755,0.00011493975,0.004903675,0.000060063947,0.0000063830116,0.00039255933,0.00015595279,0.00045705706,0.9719821,0.00021659561,0.0003780066,0.021171702],"study_design_scores_gemma":[0.000009089516,0.00041629327,0.027356867,0.00003531524,0.000020943991,0.00043561932,0.00049311906,0.0028701702,0.9524194,0.00015200656,0.01577325,0.000017915252],"about_ca_topic_score_codex":0.0040648645,"about_ca_topic_score_gemma":0.01333014,"teacher_disagreement_score":0.0040648645,"about_ca_system_score_codex":0.00029574105,"about_ca_system_score_gemma":0.000432454,"threshold_uncertainty_score":0.011093497},"labels":[],"label_agreement":null},{"id":"W4386122851","doi":"10.11159/icepr23.120","title":"Rehabilitation and Landscape Integration of a Tailings Deposit in Atacama, Chile","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on New Technologies","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":true,"route_about_ca":false,"ca_institutions":"","funders":"Pontificia Universidad Católica de Valparaíso","keywords":"Tailings; Rehabilitation; Mining engineering; Environmental planning; Geology; Environmental science; Business; Metallurgy; Medicine; Materials science","score_opus":0.009580309325558478,"score_gpt":0.2099902911187541,"score_spread":0.20040998179319564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386122851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98873746,0.00025325193,0.0006274065,0.00017626131,0.000010872495,0.00021033,0.00045606916,0.000047283174,0.00948103],"genre_scores_gemma":[0.98149556,0.00023507941,0.0020950823,0.00003906823,0.000005550277,0.00015846176,0.0004471094,0.000013429909,0.015510649],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9998259,0.000020199988,0.000008293293,0.00004141158,0.000044551434,0.000059646147],"domain_scores_gemma":[0.99984705,0.0000125733595,0.000022650163,0.00001530679,0.000050620703,0.000051717157],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020940354,0.0002852706,0.00022500685,0.0010652915,0.001332331,0.0010023329,0.0008682676,0.000363928,0.0038243216],"category_scores_gemma":[0.0003786693,0.00015422802,0.00025392993,0.00092170626,0.00067094143,0.00037311186,0.0011761334,0.00030694957,0.00032427817],"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":[0.0018890008,0.0036573166,0.36613947,0.001980442,0.0002132232,0.017857505,0.023768233,0.01537359,0.0979922,0.0062456517,0.010238068,0.4546453],"study_design_scores_gemma":[0.0000844794,0.001113765,0.9222143,0.00021733475,0.00006238752,0.0010413083,0.02479513,0.0041763266,0.0051377136,0.0008293285,0.0402742,0.000053912707],"about_ca_topic_score_codex":0.08608834,"about_ca_topic_score_gemma":0.21801794,"teacher_disagreement_score":0.08608834,"about_ca_system_score_codex":0.0038884862,"about_ca_system_score_gemma":0.0043925927,"threshold_uncertainty_score":0.17117447},"labels":[],"label_agreement":null},{"id":"W4386215968","doi":"10.1007/s10706-023-02633-z","title":"Acceleration of Consolidation of Tailings in a Pit Using Waste Rocks Co-disposal","year":2023,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Tailings; Consolidation (business); Drainage; Geotechnical engineering; Geology; Mining engineering; Environmental science; Waste management; Engineering; Materials science; Metallurgy","score_opus":0.02246111166502265,"score_gpt":0.22626101845996546,"score_spread":0.2037999067949428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386215968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99650323,0.00016236475,0.0021828343,0.000018873576,0.000017381517,0.000023351051,0.00003224256,0.000077770805,0.0009819219],"genre_scores_gemma":[0.9980901,0.000060472703,0.0010101271,0.0000039690804,0.0000024689418,0.0000042079014,0.00003176365,0.0000047746116,0.00079201075],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998522,0.000009441681,0.000009741857,0.000024256582,0.00004970553,0.000054681925],"domain_scores_gemma":[0.99984336,0.000018916118,0.00003107524,0.000024370634,0.000048839516,0.00003336345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001526549,0.00025256185,0.00034800192,0.00034731138,0.00029915024,0.00042578453,0.00033044274,0.00033138227,0.0023962017],"category_scores_gemma":[0.00024529276,0.00015048358,0.0003445164,0.00036428537,0.0001917733,0.00037912966,0.00046663987,0.0003110135,0.0003478505],"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":[0.0015899866,0.0004136196,0.014386734,0.00019930284,0.000024490284,0.00030632585,0.00014585354,0.0069025573,0.9129582,0.00047317447,0.00027533763,0.06232441],"study_design_scores_gemma":[0.000057992904,0.0024271244,0.029767543,0.000021767839,0.00006008861,0.00019488715,0.00026732282,0.026104724,0.93887395,0.00016030567,0.00204376,0.000020445405],"about_ca_topic_score_codex":0.0014607469,"about_ca_topic_score_gemma":0.0036054081,"teacher_disagreement_score":0.0023962017,"about_ca_system_score_codex":0.00023463907,"about_ca_system_score_gemma":0.00046767472,"threshold_uncertainty_score":0.00801605},"labels":[],"label_agreement":null},{"id":"W4386440656","doi":"10.1061/jggefk.gteng-11239","title":"Coefficient of At-Rest Earth Pressure of Cemented Nonplastic Mine Tailings","year":2023,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","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":"University of Toronto","funders":"","keywords":"Geotechnical engineering; Tailings; Rock mass classification; Excavation; Compressive strength; Cement; Lateral earth pressure; Geology; Curing (chemistry); Mining engineering; Interlocking; Engineering; Materials science; Structural engineering; Composite material; Metallurgy","score_opus":0.005299602548492746,"score_gpt":0.16424485872654931,"score_spread":0.15894525617805658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386440656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988009,0.00009435951,0.0007524898,0.000008485539,0.0000019946192,0.000004372049,0.000092686874,0.000026352904,0.00021833608],"genre_scores_gemma":[0.9994412,0.000043576856,0.00026733064,0.000002900538,7.5532256e-7,0.0000028995146,0.00005767152,0.0000075961093,0.00017611301],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965453,0.00003412049,0.000020964926,0.00006407404,0.00017815038,0.00004817105],"domain_scores_gemma":[0.99931943,0.00020035477,0.00021740032,0.00006579346,0.00015457522,0.00004241735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031789497,0.00020742534,0.00019704989,0.0004456326,0.00017215789,0.00030864484,0.00029633235,0.00029324755,0.0006251024],"category_scores_gemma":[0.0010371617,0.00016958982,0.00016535373,0.00038769632,0.0003567116,0.00043421722,0.00019840295,0.000277133,0.0001655088],"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":[0.00017202254,0.000061415376,0.011769153,0.000063120635,0.000007801709,0.00015717417,0.00013860496,0.0029606177,0.97734183,0.00007119343,0.00006831109,0.0071888007],"study_design_scores_gemma":[0.000004520554,0.00046283117,0.06638684,0.0000071864993,0.000010020386,0.00017180422,0.00015063534,0.010607622,0.9215975,0.000048882408,0.0005328008,0.000019382502],"about_ca_topic_score_codex":0.0014885702,"about_ca_topic_score_gemma":0.0019349213,"teacher_disagreement_score":0.0014885702,"about_ca_system_score_codex":0.00021446301,"about_ca_system_score_gemma":0.00020044608,"threshold_uncertainty_score":0.0029597878},"labels":[],"label_agreement":null},{"id":"W4386499602","doi":"10.56952/arma-2023-0842","title":"Production of Ceramic from Sulfidic Mine Tailings and Investigation of Fracture Toughness Under Mode I Loading","year":2023,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"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; Materials science; Ceramic; Fracture toughness; Metallurgy; Environmental science; Sintering","score_opus":0.016603303258535405,"score_gpt":0.2101276360464425,"score_spread":0.1935243327879071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386499602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988863,0.000083229075,0.0005574985,0.000006954577,0.000003547507,0.000010651553,0.00009956154,0.000010840112,0.00034136546],"genre_scores_gemma":[0.9978873,0.000093032904,0.0014190967,0.000005890946,0.000001803385,0.000009381199,0.00011252013,0.0000069614566,0.00046407877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998299,0.000009446253,0.000016119082,0.000032523236,0.0000893797,0.000022648437],"domain_scores_gemma":[0.99968636,0.00004674179,0.000105746214,0.000032741376,0.00009627044,0.00003224038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025857158,0.0002294671,0.00013982368,0.00051552535,0.00026572842,0.00020585013,0.00014156556,0.00023760514,0.000663697],"category_scores_gemma":[0.00027739446,0.00012736228,0.000287085,0.00039313926,0.000275584,0.00013583298,0.00022177029,0.00025029364,0.0001649245],"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":[0.000034997665,0.000008274646,0.001253824,0.000033169206,0.0000025489462,0.000106658146,0.00004639764,0.00011545063,0.99745125,0.000015506545,0.0000142087765,0.000917837],"study_design_scores_gemma":[0.0000049798873,0.0004499891,0.020301849,0.000010692438,0.000012718115,0.00021102767,0.0001861581,0.00079898903,0.9773538,0.00001792114,0.0006423235,0.00000954873],"about_ca_topic_score_codex":0.001012478,"about_ca_topic_score_gemma":0.00213957,"teacher_disagreement_score":0.001012478,"about_ca_system_score_codex":0.00013316608,"about_ca_system_score_gemma":0.0001592321,"threshold_uncertainty_score":0.002220273},"labels":[],"label_agreement":null},{"id":"W4386737367","doi":"10.1021/acsomega.3c03660","title":"Optimization of a Multiphase Mixed Flow Field in Backfill Slurry Preparation Based on Multiphase Flow Interaction","year":2023,"lang":"en","type":"article","venue":"ACS Omega","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Science Foundation of Hunan Province; National Natural Science Foundation of China","keywords":"Mechanics; Turbulence; Slurry; Turbulence kinetic energy; Dissipation; Lift (data mining); Multiphase flow; Materials science; Flow (mathematics); Mixing (physics); Lift coefficient; Computational fluid dynamics; Rheology; Simulation; Engineering; Thermodynamics; Reynolds number; Computer science; Physics; Composite material","score_opus":0.017476677683321555,"score_gpt":0.24883518379067035,"score_spread":0.2313585061073488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386737367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.765428,0.00057074917,0.23186839,0.000083603125,0.000018879582,0.00009323481,0.000043663204,0.00017626637,0.0017171261],"genre_scores_gemma":[0.96137935,0.00015616126,0.038011428,0.000008512081,0.00000332604,0.000045946505,0.000030999312,0.000013944916,0.0003503631],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998253,0.00003523554,0.000009404835,0.00003586777,0.00006781104,0.000026398831],"domain_scores_gemma":[0.99988353,0.000046997768,0.000029911287,0.000008451522,0.00002077888,0.00001031347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045379697,0.00037145556,0.00050005526,0.0003975785,0.00028621565,0.00054043304,0.00026552533,0.00036324916,0.00042584908],"category_scores_gemma":[0.00042774726,0.00020061912,0.00028967106,0.00027779568,0.00021662543,0.0005498742,0.00030662754,0.0002643167,0.00009861017],"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":[0.00063796464,0.0005262858,0.0035161318,0.00048360022,0.00002694791,0.00012240934,0.0000963484,0.3230484,0.5834961,0.0019462715,0.00016711598,0.0859324],"study_design_scores_gemma":[0.000059279024,0.0009416418,0.0024375205,0.000010881013,0.000033070293,0.000040246832,0.0000640397,0.78300583,0.21195684,0.0003615768,0.0010662184,0.000022783242],"about_ca_topic_score_codex":0.0006031038,"about_ca_topic_score_gemma":0.0011259972,"teacher_disagreement_score":0.0006031038,"about_ca_system_score_codex":0.00035276517,"about_ca_system_score_gemma":0.00047773684,"threshold_uncertainty_score":0.0025595427},"labels":[],"label_agreement":null},{"id":"W4386740044","doi":"10.1080/17480930.2023.2258744","title":"Experimental study on spatial evolution of mode-I and mode-II fracture toughness of cemented paste backfill under external sulphate attack","year":2023,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","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":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fracture toughness; Fracture (geology); Mode (computer interface); Geotechnical engineering; Materials science; Metallurgy; Composite material; Toughness; Geology; Forensic engineering; Structural engineering; Engineering; Mining engineering; Computer science","score_opus":0.022611371919577346,"score_gpt":0.26031529386354846,"score_spread":0.2377039219439711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386740044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99831885,0.000066457724,0.0010957377,0.000009557485,0.000004251783,0.000004492376,0.00016900383,0.000026550013,0.00030504912],"genre_scores_gemma":[0.9987814,0.00005767826,0.0006429745,0.0000059897898,0.00000175214,0.000008230277,0.00008095754,0.0000073586143,0.00041366223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998598,0.000009835414,0.000006388281,0.000038455637,0.000054869095,0.00003066331],"domain_scores_gemma":[0.99969745,0.00008242506,0.00007365585,0.000037251295,0.000083565275,0.000025737942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019165814,0.00026171454,0.00018745466,0.00016538826,0.00021025406,0.00011247313,0.0002467421,0.00032851723,0.0016635046],"category_scores_gemma":[0.0002644541,0.00015005229,0.00022743508,0.00021082113,0.00036502967,0.0002358948,0.00017795405,0.0004222051,0.00015221217],"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":[0.000116022224,0.000022619795,0.0010131907,0.000027165455,0.0000032802545,0.000042307,0.00006118398,0.0005553816,0.9972294,0.000034919016,0.000026777167,0.00086765754],"study_design_scores_gemma":[0.000005813639,0.0003896495,0.013095924,0.0000024245996,0.000009641692,0.000050046037,0.00009327352,0.00366591,0.9823616,0.000032984535,0.00028162324,0.000011130429],"about_ca_topic_score_codex":0.0018051148,"about_ca_topic_score_gemma":0.0023370509,"teacher_disagreement_score":0.0018051148,"about_ca_system_score_codex":0.00017698748,"about_ca_system_score_gemma":0.00011713953,"threshold_uncertainty_score":0.0055649877},"labels":[],"label_agreement":null},{"id":"W4386761129","doi":"10.1016/j.conbuildmat.2023.133270","title":"Rheology of ultrafine tailings cemented paste backfill: The effect of the aqueous solution pH and superplasticiser dosage","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Thixotropy; Rheology; Tailings; Aqueous solution; Materials science; Chemical engineering; Superplasticizer; Composite material; Chemistry; Compressive strength; Metallurgy; Organic chemistry","score_opus":0.005536866635696953,"score_gpt":0.1898037042647691,"score_spread":0.18426683762907217,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386761129","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980179,0.0004260079,0.0006646612,0.00003588621,0.000019840958,0.000005752344,0.00020442207,0.000028825205,0.00059670024],"genre_scores_gemma":[0.9985744,0.00015511493,0.00023047214,0.000016218657,0.000006238018,0.000004561103,0.00011818125,0.000010315253,0.0008845586],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985766,0.000019559937,0.00001430198,0.000035052868,0.000044505625,0.00002898899],"domain_scores_gemma":[0.99972016,0.000114803115,0.00006307181,0.000024280456,0.000055444314,0.00002230047],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026083944,0.0002399329,0.0002420366,0.00019068168,0.00014515358,0.00023448412,0.00017154831,0.0003106428,0.0022757223],"category_scores_gemma":[0.0004838961,0.000115248564,0.00025476655,0.00024508213,0.00028132537,0.00043611464,0.000089125875,0.0004755439,0.00024849508],"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":[0.000651886,0.000049755334,0.0012666954,0.000055090313,0.000008414979,0.0001504177,0.00013716746,0.00028349293,0.99381095,0.000056682682,0.000085145664,0.003444426],"study_design_scores_gemma":[0.000009600481,0.0006603312,0.013176131,0.000009985378,0.000023565804,0.000109400964,0.00015183492,0.0023124423,0.9827276,0.000032918186,0.000769874,0.000016347767],"about_ca_topic_score_codex":0.00078238157,"about_ca_topic_score_gemma":0.0007816256,"teacher_disagreement_score":0.0022757223,"about_ca_system_score_codex":0.00012558563,"about_ca_system_score_gemma":0.00012240968,"threshold_uncertainty_score":0.007613063},"labels":[],"label_agreement":null},{"id":"W4386768568","doi":"10.1680/eedr.66151.243","title":"Tailings dams","year":2023,"lang":"en","type":"book-chapter","venue":"","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; Tailings dam; Damages; Closure (psychology); Environmental science; Engineering; Mining engineering; Law; Political science","score_opus":0.023744695250656322,"score_gpt":0.19639364348260394,"score_spread":0.17264894823194762,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386768568","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004991735,0.0069602225,0.008339751,0.0007316908,0.00066658953,0.00006184168,0.00064717035,0.0003575545,0.9772435],"genre_scores_gemma":[0.027282933,0.0074858908,0.0033140834,0.00021722406,0.00012323793,0.00002881416,0.00043509205,0.00007061951,0.9610421],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99992204,0.000006476772,0.0000030087517,0.00001374167,0.000047117606,0.000007645314],"domain_scores_gemma":[0.9999479,0.000011693689,0.0000039852534,0.0000053048175,0.000026369482,0.0000047635413],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005818624,0.00028773578,0.000101127625,0.000555202,0.0004796121,0.0009704211,0.0003154727,0.0004910216,0.05104348],"category_scores_gemma":[0.00015658962,0.00012311614,0.00012256642,0.0007116952,0.00028290393,0.0006612168,0.00048737304,0.00055835245,0.010019921],"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":[0.00002132257,0.000031503252,0.00042556803,0.0004371417,0.000003147495,0.00029137832,0.0007809555,0.003118565,0.004326921,0.24733575,0.21925761,0.5239701],"study_design_scores_gemma":[8.382372e-7,0.000011409286,0.00027361853,0.00008701986,0.0000010745251,0.000098939214,0.000061648025,0.0002606567,0.00052065955,0.004452248,0.99422956,0.0000023196135],"about_ca_topic_score_codex":0.0033225606,"about_ca_topic_score_gemma":0.007258612,"teacher_disagreement_score":0.05104348,"about_ca_system_score_codex":0.0005772029,"about_ca_system_score_gemma":0.0006058972,"threshold_uncertainty_score":0.17075747},"labels":[],"label_agreement":null},{"id":"W4386814593","doi":"10.3390/min13091218","title":"Direct Tensile Measurement for Cemented Paste Backfill","year":2023,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","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":"University of Toronto","funders":"Mitacs","keywords":"Ultimate tensile strength; Compressive strength; Materials science; Composite material; Curing (chemistry); Geotechnical engineering; Geology","score_opus":0.05703341338034991,"score_gpt":0.22207342517671044,"score_spread":0.16504001179636052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386814593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7806721,0.004548515,0.20338386,0.00017257112,0.0003176767,0.00024249643,0.0011549098,0.0010216475,0.008486261],"genre_scores_gemma":[0.9182054,0.0012592261,0.07656145,0.00011868934,0.000051778305,0.00016399496,0.0002809022,0.0000879809,0.0032706116],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99908364,0.00010188877,0.000057654786,0.00014675761,0.0005726067,0.000037458914],"domain_scores_gemma":[0.99824893,0.0005158993,0.00036725253,0.00014507267,0.00064670015,0.00007618126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010489452,0.0006246015,0.000241239,0.0008961235,0.0003401187,0.00032834348,0.00042390474,0.00056078105,0.0027617614],"category_scores_gemma":[0.0018773475,0.00026206835,0.00019472974,0.00045716338,0.00036743016,0.0005771597,0.00033555753,0.0006475143,0.0006817358],"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":[0.00003471364,0.000020699346,0.0019411228,0.00009855405,0.0000060700563,0.000062941544,0.00005156125,0.00015266534,0.9859487,0.00009089586,0.000095962685,0.01149609],"study_design_scores_gemma":[0.000004151244,0.0003583924,0.016992593,0.00003138322,0.00002299795,0.00038598504,0.0002054572,0.0033811005,0.9752608,0.0001306344,0.0032031664,0.000023284338],"about_ca_topic_score_codex":0.0005626069,"about_ca_topic_score_gemma":0.0027621172,"teacher_disagreement_score":0.0027617614,"about_ca_system_score_codex":0.00025340947,"about_ca_system_score_gemma":0.00032926758,"threshold_uncertainty_score":0.009238958},"labels":[],"label_agreement":null},{"id":"W4386881286","doi":"10.1016/j.powtec.2023.119002","title":"Effect of solution pH and polyethylene oxide concentration on surface/interface properties, flocculation and rheology of concentrated monodisperse ultrafine synthetic tailings slurry","year":2023,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Canada Research Chairs; China Scholarship Council; Canada Foundation for Innovation","keywords":"Adsorption; Rheology; Flocculation; Chemical engineering; Quartz crystal microbalance; Slurry; Materials science; Oxide; Tailings; Chemistry; Composite material; Organic chemistry; Metallurgy","score_opus":0.008214072608705152,"score_gpt":0.20808602155966216,"score_spread":0.199871948950957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386881286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99894565,0.00027990612,0.00037657193,0.000019648503,0.000012340018,0.000008690911,0.000081869235,0.000008780703,0.00026655468],"genre_scores_gemma":[0.998574,0.00024656483,0.0005330745,0.000028487972,0.0000078917,0.000008051633,0.000111087684,0.0000064872283,0.00048431536],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981076,0.000031864995,0.000028526465,0.000052316303,0.000043417636,0.00003319343],"domain_scores_gemma":[0.9995478,0.00023849685,0.000080499325,0.000022333485,0.000081496095,0.00002928897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034508161,0.00021289365,0.00021651207,0.00013551278,0.000109048524,0.00024239619,0.00022672514,0.00030374533,0.0010372616],"category_scores_gemma":[0.0008266962,0.00014799571,0.00020207258,0.00017049213,0.00020943173,0.00032635985,0.000115536306,0.00038842327,0.00014909387],"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":[0.0004557312,0.00004321235,0.00041789905,0.000058383674,0.000011116122,0.00005030358,0.000042328847,0.00015871979,0.9972819,0.000015707927,0.000020565474,0.0014440869],"study_design_scores_gemma":[0.000012661836,0.00039300325,0.0024445988,0.0000035448008,0.000017415274,0.000021349178,0.00002247068,0.0006302839,0.9963003,0.00000591363,0.00014410978,0.0000042683537],"about_ca_topic_score_codex":0.0010029639,"about_ca_topic_score_gemma":0.0011579522,"teacher_disagreement_score":0.0010372616,"about_ca_system_score_codex":0.00017016241,"about_ca_system_score_gemma":0.00015297503,"threshold_uncertainty_score":0.0034700036},"labels":[],"label_agreement":null},{"id":"W4386884647","doi":"10.1139/cjce-2023-0020","title":"Strength and suction development of cemented paste backfill with ternary cement blends","year":2023,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Cement; Suction; Portland cement; Composite material; Compressive strength; Slag (welding); Ternary operation; Metallurgy","score_opus":0.008793423729151498,"score_gpt":0.15884540228682792,"score_spread":0.15005197855767644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386884647","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974239,0.0012119693,0.00094792614,0.000012420212,0.00001059708,0.000008682348,0.00007115477,0.0000330222,0.00028032644],"genre_scores_gemma":[0.9979377,0.00038633216,0.0011611327,0.000011723143,0.0000035394025,0.000006690835,0.000075471224,0.000013129862,0.00040418608],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955803,0.00005166958,0.00004633756,0.00006282646,0.00023419029,0.000046965266],"domain_scores_gemma":[0.99965036,0.000049984246,0.00012872268,0.000023157922,0.00009078875,0.00005695514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029126118,0.00044500607,0.0004984473,0.0006477676,0.0001533258,0.00034333274,0.0002816345,0.00028741336,0.00078511913],"category_scores_gemma":[0.00064798683,0.00020452506,0.00033088692,0.00051296834,0.0002626482,0.00038867886,0.00039228908,0.00041012556,0.00014611593],"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":[0.00011614359,0.000022683007,0.0006219167,0.00007809299,0.000014666915,0.000048420236,0.000022371669,0.0001651593,0.99635315,0.000020176436,0.000009672094,0.0025275566],"study_design_scores_gemma":[0.0000057374305,0.0003818807,0.0048735132,0.000007243419,0.000031078525,0.000108016575,0.000036252724,0.0006815473,0.9931766,0.000013945328,0.0006760397,0.000008297345],"about_ca_topic_score_codex":0.000820433,"about_ca_topic_score_gemma":0.0023512198,"teacher_disagreement_score":0.000820433,"about_ca_system_score_codex":0.0002714394,"about_ca_system_score_gemma":0.00025054076,"threshold_uncertainty_score":0.0026264787},"labels":[],"label_agreement":null},{"id":"W4386923295","doi":"10.1080/17480930.2023.2260593","title":"Response surface methodology-based characterization and optimization of fibre reinforced cemented tailings backfill with Slag","year":2023,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"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":"Response surface methodology; Tailings; Portland cement; Ground granulated blast-furnace slag; Compressive strength; Rheology; Cement; Geotechnical engineering; Materials science; Process engineering; Computer science; Engineering; Composite material; Metallurgy; Machine learning","score_opus":0.02532390983995394,"score_gpt":0.2255422777432489,"score_spread":0.20021836790329495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386923295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9632544,0.00051822397,0.03493195,0.000045445613,0.000010987764,0.000108827946,0.00023920138,0.00013191008,0.00075904094],"genre_scores_gemma":[0.9803098,0.0003415359,0.018450132,0.000014061469,0.0000024668986,0.000117780495,0.00015214871,0.00002483845,0.00058725703],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999328,0.00019195229,0.00004927247,0.00008723136,0.00028692244,0.00005658336],"domain_scores_gemma":[0.9996345,0.00016800685,0.00008374989,0.000025454829,0.00007368128,0.0000146172415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001348684,0.0007415617,0.0008617016,0.00062422926,0.00019753446,0.0006849575,0.00038367693,0.0007329118,0.0004487002],"category_scores_gemma":[0.0007890749,0.00026852865,0.0011304822,0.0006207234,0.00031853752,0.00038310987,0.00031095924,0.0003611837,0.00018436166],"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":[0.0003157342,0.0002513168,0.0019144213,0.0003489221,0.00003908385,0.0000989403,0.00006668682,0.08558553,0.89363223,0.00018631855,0.00005782364,0.017502882],"study_design_scores_gemma":[0.000023071576,0.0017535669,0.004814872,0.000014319692,0.000035316232,0.000049234437,0.00012743457,0.30907285,0.68306905,0.00017183521,0.0008336249,0.00003480387],"about_ca_topic_score_codex":0.0013443923,"about_ca_topic_score_gemma":0.0020891828,"teacher_disagreement_score":0.001348684,"about_ca_system_score_codex":0.0004041001,"about_ca_system_score_gemma":0.0003787637,"threshold_uncertainty_score":0.0071326494},"labels":[],"label_agreement":null},{"id":"W4387186793","doi":"10.3390/min13101277","title":"Accelerating the Consolidation of Thickened Tailings Using Sand Co-Disposal","year":2023,"lang":"en","type":"article","venue":"Minerals","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":"Natural Resources Canada","funders":"Office of Energy Research and Development; Natural Resources Canada; Australian Government","keywords":"Tailings; Hydraulic conductivity; Consolidation (business); Dewatering; Leachate; Environmental science; Void ratio; Geotechnical engineering; Geology; Mining engineering; Soil water; Waste management; Materials science; Soil science; Engineering; Metallurgy","score_opus":0.05484605208283395,"score_gpt":0.27081211031781505,"score_spread":0.2159660582349811,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387186793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895885,0.00013343444,0.008732184,0.000013885939,0.00001156674,0.000038933864,0.000053340515,0.00012410489,0.0013040579],"genre_scores_gemma":[0.9935895,0.00008381875,0.0053487066,0.0000063552757,0.0000016923925,0.000009943984,0.000047860252,0.000008052499,0.0009040882],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998331,0.00001344811,0.000017981338,0.000027248749,0.00007548488,0.000032754553],"domain_scores_gemma":[0.99978477,0.000036906862,0.00007628705,0.00002886715,0.000045765613,0.000027410586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021544145,0.00031859826,0.0002672646,0.0005795352,0.00016067109,0.0005216572,0.000394538,0.00022946864,0.0013492408],"category_scores_gemma":[0.00041460435,0.00014201686,0.00034039447,0.00043483378,0.0002398899,0.0005427457,0.0005618864,0.00026408976,0.00032354382],"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":[0.0003763778,0.00034749374,0.018587949,0.00022924754,0.00003165027,0.0004209824,0.00014746527,0.03922564,0.87264043,0.0008956679,0.00020998914,0.066887185],"study_design_scores_gemma":[0.000034945595,0.0015375557,0.020065503,0.000032000702,0.000056521047,0.0003062794,0.0002035774,0.11910803,0.8548624,0.00029050515,0.0034679421,0.000034699617],"about_ca_topic_score_codex":0.0017388106,"about_ca_topic_score_gemma":0.0059055993,"teacher_disagreement_score":0.0017388106,"about_ca_system_score_codex":0.00041426616,"about_ca_system_score_gemma":0.00023445975,"threshold_uncertainty_score":0.004513681},"labels":[],"label_agreement":null},{"id":"W4387261161","doi":"10.36487/acg_repo/2315_036","title":"Evolution of closure planning for an inactive tailings facility","year":2023,"lang":"en","type":"article","venue":"Mine closure","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":"Closure (psychology); Tailings; Materials science; Metallurgy; Political science","score_opus":0.030243942010877833,"score_gpt":0.2485373546889015,"score_spread":0.21829341267802368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387261161","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27872074,0.0007296734,0.5553937,0.005102193,0.00016138579,0.0017231951,0.00041761514,0.0009032122,0.15684827],"genre_scores_gemma":[0.6828676,0.0006502015,0.2901601,0.00015697259,0.000022607725,0.00025842866,0.00031036648,0.00013284777,0.02544084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9979286,0.000569865,0.00010265079,0.00027520466,0.0006771968,0.00044639845],"domain_scores_gemma":[0.9982632,0.0003563548,0.00023739322,0.00015396245,0.00050518615,0.0004839737],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0029743153,0.00049344904,0.00027557928,0.0013227037,0.002860768,0.0044640447,0.0023036473,0.0018743486,0.0046581933],"category_scores_gemma":[0.0037720879,0.0007353885,0.00070103235,0.0008518233,0.0022705065,0.0021473956,0.0026616848,0.001879692,0.00046042],"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":[0.00015155351,0.00052061636,0.015824484,0.00031618684,0.00003861839,0.0020234578,0.0038387533,0.5143394,0.012512447,0.1844615,0.008416955,0.2575561],"study_design_scores_gemma":[0.000075739685,0.0013266779,0.020310773,0.0007185508,0.00009210731,0.0014172825,0.017843824,0.6242578,0.013109485,0.07540477,0.24512234,0.00032057555],"about_ca_topic_score_codex":0.054275133,"about_ca_topic_score_gemma":0.1151624,"teacher_disagreement_score":0.054275133,"about_ca_system_score_codex":0.0070226,"about_ca_system_score_gemma":0.0114946235,"threshold_uncertainty_score":0.10791844},"labels":[],"label_agreement":null},{"id":"W4387270608","doi":"10.36487/acg_repo/2315_046","title":"Risk considerations for Brazilian tailings dam closure","year":2023,"lang":"en","type":"article","venue":"Mine closure","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; Closure (psychology); Tailings dam; Computer science; Political science; Materials science; Law; Metallurgy","score_opus":0.01960069260599696,"score_gpt":0.2294591729237664,"score_spread":0.20985848031776946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387270608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.831899,0.005360422,0.029084997,0.020861281,0.00020893959,0.0005207747,0.0002490284,0.00038483582,0.11143082],"genre_scores_gemma":[0.98815364,0.0014394717,0.0045474656,0.00044555348,0.000037658367,0.000052051517,0.00006580399,0.000030110432,0.0052282214],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.98609936,0.003850013,0.0007595718,0.000732965,0.0070997314,0.0014584314],"domain_scores_gemma":[0.98454165,0.0058217226,0.0038858145,0.0009555804,0.0041690576,0.0006261338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.013392402,0.000649941,0.00032301337,0.0024222364,0.0038348672,0.0038438325,0.001431218,0.0027728109,0.0028127667],"category_scores_gemma":[0.03002322,0.00048809877,0.00087530253,0.0011503197,0.0025352356,0.0018038909,0.0036032093,0.0014452643,0.0003045012],"study_design_candidate":"theoretical_or_conceptual","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":[0.0007165325,0.00046463154,0.28384927,0.0014197422,0.00020937105,0.027644662,0.07432901,0.060039435,0.03255128,0.13087934,0.020856036,0.36704072],"study_design_scores_gemma":[0.000095863026,0.0018956866,0.34985298,0.003979854,0.0005129434,0.019596238,0.14147517,0.051254623,0.022824189,0.055910055,0.35205358,0.00054886873],"about_ca_topic_score_codex":0.0714339,"about_ca_topic_score_gemma":0.12513669,"teacher_disagreement_score":0.0714339,"about_ca_system_score_codex":0.0060417606,"about_ca_system_score_gemma":0.009001132,"threshold_uncertainty_score":0.1420362},"labels":[],"label_agreement":null},{"id":"W4387372836","doi":"10.1007/s10346-023-02146-z","title":"Failure analysis and flow dynamic modeling using a new slow-flow functionality: the 2022 Jiaokou (China) tailings dam breach","year":2023,"lang":"en","type":"article","venue":"Landslides","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Tailings; Interferometric synthetic aperture radar; Geology; Borehole; Flow (mathematics); Geotechnical engineering; Satellite; Drilling; Synthetic aperture radar; Environmental science; Mining engineering; Remote sensing; Engineering; Aerospace engineering","score_opus":0.015232695806239007,"score_gpt":0.2151037746974593,"score_spread":0.1998710788912203,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387372836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8203297,0.00007132104,0.17060527,0.00014556554,0.000032334618,0.0000635245,0.0002475728,0.00029722965,0.008207377],"genre_scores_gemma":[0.9899429,0.000052718453,0.0063920324,0.000009772321,0.0000065564795,0.000033857392,0.00010178449,0.000023524279,0.0034368213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990606,0.000014430749,0.0000057865227,0.00002216006,0.000029956695,0.00002160834],"domain_scores_gemma":[0.9998715,0.000028661438,0.000019044006,0.000016662758,0.0000508509,0.00001319228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026912868,0.00068505766,0.0005446546,0.00074185856,0.00063499267,0.00082496385,0.00094819657,0.00084142154,0.0013878755],"category_scores_gemma":[0.00033275114,0.00037115274,0.0007938936,0.0004945839,0.00072082225,0.00061146327,0.0005448171,0.00050575804,0.00018417613],"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":[0.000021076137,0.00005059414,0.003976161,0.000013398902,0.000011053067,0.00008265149,0.000046300403,0.98420286,0.00426022,0.002344278,0.00011710758,0.004874336],"study_design_scores_gemma":[0.000002437235,0.000014505211,0.00066257425,7.8421675e-7,0.000004045483,0.0000034534407,0.000007660105,0.9987287,0.00030027062,0.00016107403,0.00011102906,0.00000335572],"about_ca_topic_score_codex":0.04550331,"about_ca_topic_score_gemma":0.033078276,"teacher_disagreement_score":0.04550331,"about_ca_system_score_codex":0.0006472277,"about_ca_system_score_gemma":0.0016173974,"threshold_uncertainty_score":0.09047693},"labels":[],"label_agreement":null},{"id":"W4387796290","doi":"10.1016/j.mineng.2023.108414","title":"Cost optimization of cemented paste backfill: State-of-the-art review and future perspectives","year":2023,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Lakehead University","funders":"","keywords":"Investment (military); Cement; Work (physics); Engineering; Construction engineering; Materials science; Mechanical engineering; Metallurgy","score_opus":0.01224561589681791,"score_gpt":0.2039608116285768,"score_spread":0.19171519573175888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387796290","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014646955,0.95680916,0.022145486,0.0010618747,0.00023955072,0.000030094641,0.00023958339,0.00005361247,0.0047736126],"genre_scores_gemma":[0.14297879,0.8410056,0.012509614,0.00023871759,0.00049601984,0.00004065227,0.00040004065,0.000058818736,0.0022717426],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991934,0.00012985412,0.000060775506,0.0001492572,0.00037540923,0.000091298636],"domain_scores_gemma":[0.99890757,0.00059956027,0.00015646392,0.0000368716,0.00026646777,0.000032980137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012719926,0.0014424153,0.0025286195,0.001847629,0.00020900702,0.0026173547,0.0015399613,0.0011617928,0.0042442363],"category_scores_gemma":[0.0019562142,0.00037223133,0.0015405759,0.003339185,0.0005291215,0.002079186,0.0007403702,0.0008139411,0.00056777225],"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":[0.00038593376,0.0002936166,0.0016344714,0.01978701,0.0005092759,0.00017328802,0.00004529425,0.062337868,0.007321847,0.025569726,0.0074570705,0.87448466],"study_design_scores_gemma":[0.00013583539,0.002624377,0.013753421,0.01485419,0.003138324,0.0020652413,0.0012207209,0.20784537,0.031774767,0.06391514,0.65820915,0.0004635495],"about_ca_topic_score_codex":0.0025726906,"about_ca_topic_score_gemma":0.003475957,"teacher_disagreement_score":0.0042442363,"about_ca_system_score_codex":0.0009481812,"about_ca_system_score_gemma":0.0015365083,"threshold_uncertainty_score":0.014198363},"labels":[],"label_agreement":null},{"id":"W4387966558","doi":"10.1007/s11356-023-30614-5","title":"Iron ore tailings valorization through separate characterization and upgradation of different tailings streams of an Iranian iron ore processing plant","year":2023,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"","keywords":"Tailings; STREAMS; Hematite; Iron ore; Mineral processing; Tailings dam; Mining engineering; Geology; Environmental science; Metallurgy; Mineralogy; Materials science","score_opus":0.027690062286394496,"score_gpt":0.26911844237764904,"score_spread":0.24142838009125453,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387966558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985353,0.000041820505,0.0007967757,0.000016354217,0.0000059429935,0.00001555176,0.00009492933,0.000017771798,0.00047560115],"genre_scores_gemma":[0.996885,0.000078491976,0.0012145741,0.000022594093,0.000004881485,0.000010625794,0.00019116774,0.000011098205,0.001581587],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979013,0.000009639174,0.0000117448935,0.000057802015,0.00009276125,0.000037946047],"domain_scores_gemma":[0.9998964,0.000017652012,0.000015885287,0.0000045986185,0.00005492775,0.000010549617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017145771,0.00033218027,0.00035856807,0.000738016,0.0008866113,0.00059015246,0.00036649208,0.00058038346,0.0006172027],"category_scores_gemma":[0.00024505082,0.00019400143,0.0004687072,0.0004329665,0.00033636915,0.00042388053,0.00031154443,0.0004950841,0.00015187726],"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":[0.0009169878,0.00052253593,0.11313471,0.00019106208,0.00006890827,0.00091479276,0.0013046908,0.0032020307,0.8232273,0.00031736464,0.0005963697,0.05560319],"study_design_scores_gemma":[0.000038207083,0.00086808245,0.32132912,0.000037451304,0.00014775524,0.0005109083,0.0029349462,0.021267187,0.6476513,0.00044842603,0.004705086,0.00006141776],"about_ca_topic_score_codex":0.014757567,"about_ca_topic_score_gemma":0.03088246,"teacher_disagreement_score":0.014757567,"about_ca_system_score_codex":0.00042796403,"about_ca_system_score_gemma":0.00050805433,"threshold_uncertainty_score":0.029343367},"labels":[],"label_agreement":null},{"id":"W4388099738","doi":"10.3390/min13111382","title":"Deeper Understanding of the Strength Evolution and Deformation Characteristics of Sodium Silicate–Cemented Paste Tailing Material","year":2023,"lang":"en","type":"article","venue":"Minerals","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":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Curing (chemistry); Materials science; Sodium silicate; Compressive strength; Composite material; Microstructure; Young's modulus; Cementitious; Elasticity (physics); Tailings; Elastic modulus; Modulus; Cement; Metallurgy","score_opus":0.021636847787514613,"score_gpt":0.19920265262122822,"score_spread":0.1775658048337136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388099738","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881393,0.0026179422,0.007232166,0.00007445476,0.000018885998,0.000018921366,0.00024025603,0.00005405459,0.0016040266],"genre_scores_gemma":[0.99506986,0.000656694,0.0031031775,0.000034195837,0.0000075343632,0.000009583825,0.0001412415,0.000015960564,0.0009616488],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983144,0.000011817613,0.000013559496,0.000036905418,0.00008894498,0.000017284161],"domain_scores_gemma":[0.9997749,0.00005108648,0.00006754371,0.000017341992,0.0000733664,0.000015763133],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030295664,0.0002615372,0.00029858892,0.0006510058,0.00014134368,0.00023796654,0.00021241169,0.00044777428,0.001123633],"category_scores_gemma":[0.00031579466,0.00017541408,0.00025483628,0.00029694833,0.00025074318,0.00068901904,0.00012660574,0.0003674212,0.00019561053],"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":[0.000041926523,0.000019627998,0.0037262037,0.00018947203,0.0000094380075,0.00007655976,0.00005185284,0.0005986809,0.9882544,0.0001263771,0.000042164986,0.006863283],"study_design_scores_gemma":[0.000006836862,0.00050938124,0.07583578,0.000028751016,0.00006433614,0.00044358088,0.00035454787,0.013519076,0.9043464,0.0003281342,0.0045326566,0.000030501506],"about_ca_topic_score_codex":0.00069775345,"about_ca_topic_score_gemma":0.0021464946,"teacher_disagreement_score":0.001123633,"about_ca_system_score_codex":0.00018525701,"about_ca_system_score_gemma":0.00021159726,"threshold_uncertainty_score":0.003758967},"labels":[],"label_agreement":null},{"id":"W4388102635","doi":"10.3390/min13111392","title":"Experimental Development of an Innovative Approach to Enhance the Strength of Early Age Cemented Paste Backfill: A Preliminary Investigation of Microwave-Assisted Curing","year":2023,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"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":"McGill University","keywords":"Curing (chemistry); Compressive strength; Tailings; Materials science; Mercury intrusion porosimetry; Cement; Composite material; Microwave; Metallurgy; Engineering; Porosity; Porous medium","score_opus":0.036997645295810566,"score_gpt":0.25339887046813964,"score_spread":0.21640122517232907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388102635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99003637,0.00037551974,0.008177589,0.000030519306,0.000021389564,0.00022959067,0.00018168354,0.00006432802,0.0008830932],"genre_scores_gemma":[0.97812486,0.0006261422,0.01943052,0.000035417896,0.000012965617,0.00025748287,0.00012331705,0.000027980559,0.0013612949],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974066,0.000032644286,0.00002194796,0.000062428175,0.00010420689,0.000038201342],"domain_scores_gemma":[0.9997222,0.000059255635,0.00007471479,0.000053445063,0.00005642211,0.000033950957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006151247,0.0004619915,0.00033998385,0.0003405407,0.00023652878,0.00020681137,0.0003511039,0.0004838477,0.0012294463],"category_scores_gemma":[0.00035443078,0.00023755713,0.00039997988,0.00026071834,0.00037424185,0.00030985984,0.0002469431,0.0007335456,0.00022820447],"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":[0.000075640215,0.00014039625,0.00010227847,0.000073268355,0.0000028550974,0.000023628643,0.000025796155,0.00016520366,0.99817026,0.00005541815,0.000011746829,0.0011534136],"study_design_scores_gemma":[0.00001926884,0.0018905512,0.0012768672,0.0000060805114,0.000013299056,0.000034579676,0.000023106912,0.00055860553,0.99532473,0.000027838174,0.0008170558,0.000008110825],"about_ca_topic_score_codex":0.00034379683,"about_ca_topic_score_gemma":0.00066942733,"teacher_disagreement_score":0.0012294463,"about_ca_system_score_codex":0.00016323979,"about_ca_system_score_gemma":0.00026998733,"threshold_uncertainty_score":0.0041128993},"labels":[],"label_agreement":null},{"id":"W4388266779","doi":"10.3390/su152115276","title":"Improving Tailings Dam Safety via Soil Treatment","year":2023,"lang":"en","type":"article","venue":"Sustainability","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":"Western University","funders":"Qassim University","keywords":"Tailings; Slurry; Tailings dam; Gypsum; Environmental science; Waste management; Geotechnical engineering; Mining engineering; Engineering; Environmental engineering; Geology; Materials science; Metallurgy","score_opus":0.007546236450924921,"score_gpt":0.21205588618141663,"score_spread":0.2045096497304917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388266779","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94737023,0.00018243594,0.04816733,0.00004956175,0.000016450596,0.000034596444,0.0000766476,0.00021480468,0.0038879598],"genre_scores_gemma":[0.9904017,0.000097562246,0.007834721,0.000007873981,0.0000014262896,0.000007633878,0.00003271234,0.000008629456,0.0016078372],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999224,0.000007678725,0.0000045340307,0.000015252017,0.000033965654,0.000016153985],"domain_scores_gemma":[0.99992645,0.000017760749,0.000021249638,0.000008374379,0.000019503354,0.0000066306334],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012078859,0.00020740693,0.00012689666,0.00023412333,0.00013994705,0.00025900436,0.00027992929,0.00030419798,0.0013320886],"category_scores_gemma":[0.0002254847,0.00009237426,0.0002232509,0.00012913869,0.0001997699,0.0002990299,0.00030392085,0.00022068188,0.00024394308],"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":[0.000088502675,0.00008414668,0.0033273522,0.00014871162,0.000008033288,0.00013534435,0.00006715634,0.09079903,0.8700612,0.0009927036,0.00017713632,0.034110706],"study_design_scores_gemma":[0.000016288122,0.00079150626,0.006173543,0.000024085786,0.000024794675,0.00011971441,0.00010215565,0.2687291,0.71871793,0.00054599135,0.0047353315,0.000019596384],"about_ca_topic_score_codex":0.0013434208,"about_ca_topic_score_gemma":0.003614993,"teacher_disagreement_score":0.0013434208,"about_ca_system_score_codex":0.00027522244,"about_ca_system_score_gemma":0.00037131214,"threshold_uncertainty_score":0.004456222},"labels":[],"label_agreement":null},{"id":"W4388287927","doi":"10.21203/rs.3.rs-3518828/v1","title":"One equivalent mining height model for predicting the compression-consolidation-creep-diagenesis of compacted gangue backfill body——A case study on double wide-strip mining with gangue backfill","year":2023,"lang":"en","type":"preprint","venue":"Research Square","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":"University of British Columbia","funders":"Henan Polytechnic University; National Natural Science Foundation of China","keywords":"Roof; Gangue; Geology; Geotechnical engineering; Consolidation (business); Coal mining; Creep; Diagenesis; Groundwater-related subsidence; Compression (physics); Mining engineering; Compressibility; Subsidence; Engineering; Mineralogy; Coal; Materials science; Structural engineering; Geomorphology; Metallurgy","score_opus":0.2080097035181534,"score_gpt":0.36837961554917814,"score_spread":0.16036991203102474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388287927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9787345,0.000056937366,0.019192306,0.00006019161,0.000008926289,0.00002618663,0.00009758804,0.00011803672,0.0017053012],"genre_scores_gemma":[0.9984528,0.00002071026,0.0010407346,0.0000031159104,0.0000011436904,0.000008836639,0.00004504943,0.0000044145686,0.0004230828],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998809,0.000020356045,0.000008576343,0.000029558561,0.00002815547,0.000032423035],"domain_scores_gemma":[0.9998319,0.00007017527,0.000026687756,0.00001420903,0.000038858092,0.000018111044],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002885792,0.00047436298,0.00036872845,0.00061931135,0.0003934439,0.00090199494,0.0008687467,0.0010664642,0.0013252049],"category_scores_gemma":[0.0004877167,0.0003400001,0.00063160993,0.00036998215,0.0004044302,0.0005836978,0.00040362004,0.0003983308,0.00014449956],"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":[0.000038403527,0.00006240662,0.01662585,0.000022768463,0.0000126075365,0.0001838513,0.0000391684,0.9752303,0.0029665588,0.00036387285,0.00008610077,0.0043681674],"study_design_scores_gemma":[0.0000030348126,0.000015071249,0.0015334019,0.0000016131639,0.0000035873256,0.000010512451,0.000030290283,0.9979818,0.0002931349,0.00006998873,0.00005400383,0.0000036544775],"about_ca_topic_score_codex":0.0347686,"about_ca_topic_score_gemma":0.019845376,"teacher_disagreement_score":0.0347686,"about_ca_system_score_codex":0.00079122384,"about_ca_system_score_gemma":0.0008042817,"threshold_uncertainty_score":0.06913245},"labels":[],"label_agreement":null},{"id":"W4388297853","doi":"10.1080/17480930.2023.2273030","title":"Effect of submerged curing on properties of cemented paste backfill","year":2023,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","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":"University of Toronto","funders":"","keywords":"Curing (chemistry); Materials science; Ground granulated blast-furnace slag; Composite material; Geotechnical engineering; Cement; Geology","score_opus":0.014032646778562035,"score_gpt":0.20426888171807853,"score_spread":0.1902362349395165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388297853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994116,0.00013073848,0.00016095577,0.000003865888,0.0000026395267,0.0000040062096,0.0000591306,0.000011539782,0.00021563233],"genre_scores_gemma":[0.999193,0.00007274754,0.00028714674,0.0000072774424,0.0000013284945,0.0000036280162,0.00005221367,0.000011566463,0.0003711901],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983525,0.000024755867,0.000016151746,0.000030065588,0.0000630543,0.000030680338],"domain_scores_gemma":[0.9993678,0.00024114602,0.00017472568,0.000057246074,0.000084827356,0.00007427221],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024001686,0.00033306214,0.00031456212,0.00013839983,0.00013345525,0.0002817202,0.0001659674,0.00022500621,0.0014990624],"category_scores_gemma":[0.00058154017,0.00013888342,0.00030807627,0.00014484982,0.00020929957,0.00027435657,0.00020822749,0.0003816865,0.00021146495],"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":[0.00094065495,0.000108888446,0.002944656,0.00010254342,0.000017592383,0.00012074862,0.00011729124,0.0012085875,0.9904287,0.000014037795,0.000028169741,0.0039681876],"study_design_scores_gemma":[0.0000137449415,0.0047044144,0.0409873,0.000013069566,0.00004386133,0.000120009354,0.00022951141,0.0016871247,0.9514986,0.000027571708,0.0006560122,0.000018786122],"about_ca_topic_score_codex":0.00092881924,"about_ca_topic_score_gemma":0.0017146725,"teacher_disagreement_score":0.0014990624,"about_ca_system_score_codex":0.00018104691,"about_ca_system_score_gemma":0.00018193589,"threshold_uncertainty_score":0.005014837},"labels":[],"label_agreement":null},{"id":"W4388558280","doi":"10.1139/cgj-2022-0065","title":"Development and outcomes of a tailings slope stability comparative design exercise","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Rio Tinto; University of South Australia; University of Wollongong; Teck Resources; Freeport-McMoRan Foundation; Australian Research Council; University of New South Wales; Newmont Corporation","keywords":"Phreatic; Tailings; Geotechnical engineering; Slope stability; Range (aeronautics); Earthworks; Stability (learning theory); Geology; Yield (engineering); Engineering; Groundwater; Materials science; Computer science","score_opus":0.05398250009139088,"score_gpt":0.23605969636526983,"score_spread":0.18207719627387894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388558280","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.42937824,0.0002323872,0.47703075,0.0008057612,0.00013202804,0.009470727,0.0021475186,0.0012874345,0.079515256],"genre_scores_gemma":[0.3086073,0.00015178118,0.6697012,0.00015256308,0.000023182156,0.003906127,0.0017222367,0.00020905188,0.015526485],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9938234,0.0023624762,0.0003884472,0.00073496223,0.002381555,0.00030909665],"domain_scores_gemma":[0.98728275,0.0065726256,0.00070460804,0.0011627924,0.003942284,0.00033488116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.016071975,0.0012819506,0.0007445194,0.0015678753,0.0010612286,0.0017172366,0.0020458398,0.0015641898,0.01009516],"category_scores_gemma":[0.021663629,0.00059995,0.00091435225,0.0008124746,0.0006786696,0.00096751685,0.0016869081,0.0011211097,0.0015184856],"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":[0.001918687,0.00569137,0.016439784,0.0013750659,0.00011687457,0.00079739664,0.006821806,0.27257785,0.0517424,0.03496172,0.0131633375,0.5943938],"study_design_scores_gemma":[0.0017595837,0.027514681,0.031665143,0.0013923435,0.00025983952,0.00048910483,0.007973893,0.6372606,0.06628019,0.030889302,0.1941929,0.00032245534],"about_ca_topic_score_codex":0.002649728,"about_ca_topic_score_gemma":0.0056125056,"teacher_disagreement_score":0.016071975,"about_ca_system_score_codex":0.0025239752,"about_ca_system_score_gemma":0.00229123,"threshold_uncertainty_score":0.08499777},"labels":[],"label_agreement":null},{"id":"W4388976857","doi":"10.1007/s10230-023-00964-0","title":"Insights from the Compilation and Critical Assessment of Breach and Runout Characteristics from Historical Tailings Dam Failures: Implications for Numerical Modelling","year":2023,"lang":"en","type":"article","venue":"Mine Water and the Environment","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":"University of Waterloo; Precision Nanosystems (Canada); Queen's University; Klohn Crippen Berger (Canada); University of British Columbia","funders":"University of British Columbia Graduate School","keywords":"Tailings dam; Tailings; Geology; Consistency (knowledge bases); Environmental science; Computer science","score_opus":0.018748137351482203,"score_gpt":0.2115771132345497,"score_spread":0.1928289758830675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388976857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64805585,0.0036855163,0.30256498,0.0038252103,0.00021026703,0.0006120821,0.00939416,0.0011990027,0.030452931],"genre_scores_gemma":[0.8910492,0.0025662114,0.101217926,0.000115012575,0.000067401685,0.00015578617,0.0029626624,0.00014729073,0.0017184546],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9967416,0.0009938895,0.0005859404,0.00036131922,0.0012203489,0.00009701094],"domain_scores_gemma":[0.9628377,0.018825376,0.004539495,0.0058735567,0.0075665647,0.00035727298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007984901,0.00044236964,0.000572531,0.006185452,0.0004758849,0.0040157917,0.0013944223,0.0006338484,0.001413867],"category_scores_gemma":[0.033148687,0.0003970984,0.00064183556,0.0038109606,0.001231204,0.0031885447,0.001391252,0.000618548,0.00030114074],"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":[0.00020830243,0.00025646645,0.270264,0.0012538827,0.0001666432,0.001072454,0.0064300997,0.28061205,0.0077259955,0.027828906,0.006450663,0.39773047],"study_design_scores_gemma":[0.000031480802,0.0003537294,0.3114668,0.002292691,0.00017358422,0.0012860058,0.008313331,0.5445526,0.012773615,0.041240525,0.077152126,0.00036340376],"about_ca_topic_score_codex":0.015005202,"about_ca_topic_score_gemma":0.019433258,"teacher_disagreement_score":0.015005202,"about_ca_system_score_codex":0.0019412902,"about_ca_system_score_gemma":0.0020843162,"threshold_uncertainty_score":0.0422287},"labels":[],"label_agreement":null},{"id":"W4388993466","doi":"10.1016/j.mineng.2023.108507","title":"Study on segregation-impacted hindered settling of fine copper tailings using a modified Kynch’s approach","year":2023,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Suncor Energy Incorporated","keywords":"Settling; Tailings; Sedimentation; Suspension (topology); Flux (metallurgy); Settling time; Materials science; Copper; Mechanics; Mineralogy; Metallurgy; Environmental science; Geology; Environmental engineering; Mathematics; Sediment; Engineering; Physics; Control engineering","score_opus":0.04925194303962297,"score_gpt":0.23936109606572772,"score_spread":0.19010915302610476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388993466","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99461645,0.00013777676,0.0033586666,0.000024446612,0.000020575551,0.000030547628,0.000047297217,0.000029819854,0.0017344025],"genre_scores_gemma":[0.9930131,0.00013659918,0.004585436,0.000019215673,0.0000043501227,0.000016671813,0.000043166343,0.0000067880114,0.0021746964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996977,0.000016191623,0.00001179588,0.00008500334,0.00013179556,0.000057535774],"domain_scores_gemma":[0.9998479,0.000026747193,0.000020201242,0.000012343779,0.000077706056,0.0000151328895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002945668,0.0002549719,0.00041769928,0.0004891199,0.0006848909,0.00044706478,0.0005273356,0.0005287837,0.0010783981],"category_scores_gemma":[0.00027389894,0.00012973606,0.0004228542,0.00040886275,0.00032936299,0.0003726707,0.00040723948,0.0004151974,0.00020433149],"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":[0.00071209326,0.00045324137,0.049716413,0.0003956485,0.00007441767,0.0008561119,0.00072410976,0.010758129,0.881098,0.0014516516,0.00038778788,0.05337226],"study_design_scores_gemma":[0.0000911948,0.002902654,0.117755204,0.000048334077,0.00031116587,0.0004356992,0.003142721,0.0964091,0.7710334,0.000647251,0.007120906,0.000102429956],"about_ca_topic_score_codex":0.014047379,"about_ca_topic_score_gemma":0.024738617,"teacher_disagreement_score":0.014047379,"about_ca_system_score_codex":0.00060534914,"about_ca_system_score_gemma":0.00087577646,"threshold_uncertainty_score":0.027931213},"labels":[],"label_agreement":null},{"id":"W4389216370","doi":"10.1016/j.conbuildmat.2023.134287","title":"Study of fresh properties of cemented paste backfill material with ternary cement blends","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"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; Lafarge Canada","keywords":"Materials science; Rheology; Ternary operation; Cement; Slag (welding); Composite material; Portland cement; Viscosity; Ground granulated blast-furnace slag; Zeta potential; Particle size; Metallurgy; Chemical engineering; Nanoparticle","score_opus":0.020562428673573184,"score_gpt":0.20383973975974318,"score_spread":0.18327731108616999,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389216370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998708,0.00040094857,0.00032880396,0.0000070559,0.0000092158025,0.000005300373,0.00008010605,0.000011262487,0.0004493369],"genre_scores_gemma":[0.9986596,0.00013671578,0.00024148241,0.000005454963,0.0000031580328,0.00000433046,0.000067291134,0.000008077581,0.0008738035],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969494,0.00002730684,0.000020458083,0.000053137304,0.00015688008,0.00004732214],"domain_scores_gemma":[0.9996494,0.00007988313,0.00008636635,0.000029134957,0.000121273115,0.000033870514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002968849,0.00030641595,0.0003218588,0.00047910836,0.00020147255,0.00029409563,0.00024621008,0.00027252332,0.0017876346],"category_scores_gemma":[0.0005071636,0.00015667953,0.0003475863,0.0006546913,0.00029111878,0.00051707675,0.0001907957,0.0003022089,0.00019393484],"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":[0.0003778691,0.000039076756,0.0012755309,0.000099331766,0.00001322587,0.000105285304,0.00005491316,0.00042043696,0.99459755,0.00008219373,0.00003607621,0.0028985015],"study_design_scores_gemma":[0.000007995321,0.00074684824,0.011740432,0.000008656711,0.00004470827,0.00012413744,0.00013369489,0.0014455115,0.9846977,0.0000271812,0.0010116831,0.000011500489],"about_ca_topic_score_codex":0.00093397434,"about_ca_topic_score_gemma":0.0015231371,"teacher_disagreement_score":0.0017876346,"about_ca_system_score_codex":0.00022246789,"about_ca_system_score_gemma":0.0002073767,"threshold_uncertainty_score":0.005980253},"labels":[],"label_agreement":null},{"id":"W4389411112","doi":"10.1071/mf23018","title":"Effects of mine tailings on aquatic macroinvertebrate structure within the first year after a major dam collapse","year":2023,"lang":"en","type":"article","venue":"Marine and Freshwater Research","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":false,"ca_institutions":"University of Regina","funders":"","keywords":"Tailings; Bioindicator; Species richness; Environmental science; Ecology; Context (archaeology); Invertebrate; Tailings dam; Biomonitoring; Geology; Biology","score_opus":0.013686758668389918,"score_gpt":0.23168223489071033,"score_spread":0.2179954762223204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389411112","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994733,0.00007299823,0.00006706338,0.000022126822,0.000001822191,0.000003214232,0.0000988909,0.0000024929332,0.00025815162],"genre_scores_gemma":[0.9996418,0.00005153306,0.000048007074,0.000008617429,0.0000015470368,0.0000025184945,0.0000832289,5.664216e-7,0.00016214135],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997801,0.00003196171,0.00001598277,0.00003947505,0.00006609188,0.00006634657],"domain_scores_gemma":[0.9992754,0.00007449844,0.0003577194,0.000028075376,0.00013250041,0.00013187979],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026555214,0.00017757421,0.00022116046,0.00044655282,0.00035601328,0.00025974624,0.00016406526,0.0001955913,0.0008631734],"category_scores_gemma":[0.0010336565,0.000076813274,0.00018892405,0.00035440052,0.00032483944,0.00024616337,0.000542185,0.000222992,0.00008770867],"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":[0.000093976734,0.000048542097,0.9865826,0.000035128665,0.000038067927,0.00034079383,0.00055721734,0.0002450425,0.0049816915,0.000035236237,0.00012191988,0.006919676],"study_design_scores_gemma":[4.3138843e-7,0.00008496928,0.9988513,0.000006751539,0.0000065434915,0.00005815888,0.0003576626,0.00015703916,0.00025510765,0.00001813839,0.00020136363,0.0000025090692],"about_ca_topic_score_codex":0.02174751,"about_ca_topic_score_gemma":0.0847746,"teacher_disagreement_score":0.02174751,"about_ca_system_score_codex":0.0005322866,"about_ca_system_score_gemma":0.0004924374,"threshold_uncertainty_score":0.04324186},"labels":[],"label_agreement":null},{"id":"W4389525084","doi":"10.5539/ijef.v16n1p1","title":"Exploring Fallacies and Environmental Responsibilities in the Socio-Environmental Reports of the Brazilian Company Vale S.A.: A Case Study on the Dam Disasters in Mariana and Brumadinho","year":2023,"lang":"en","type":"article","venue":"International Journal of Economics and Finance","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Fallacy; Context (archaeology); Sustainability; Appeal; Investment (military); Geography; Political science; Law; Ecology","score_opus":0.03970295605711315,"score_gpt":0.20850813739257903,"score_spread":0.16880518133546588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389525084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99687,0.0003294485,0.0001742245,0.0006311603,0.0000073776882,0.000021649805,0.00015026038,0.0000032476892,0.0018125613],"genre_scores_gemma":[0.99873847,0.00036334744,0.0002544998,0.00006067228,0.000009181204,0.00001828042,0.00012228992,0.0000033859292,0.00042994646],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.9975321,0.000900151,0.00021994322,0.00020603019,0.0008066393,0.0003350374],"domain_scores_gemma":[0.990222,0.0037743954,0.0037956748,0.00035608857,0.001320788,0.000531028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0037302547,0.00031136983,0.0002459236,0.00360523,0.001753378,0.0019585488,0.00061477773,0.0007746329,0.0008450368],"category_scores_gemma":[0.010603025,0.00027683828,0.00022001484,0.0032325843,0.001699935,0.0013584463,0.002242186,0.00079966633,0.000118999626],"study_design_candidate":"qualitative","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":[0.00004879441,0.000097351825,0.71620834,0.00029382014,0.000046984238,0.008059628,0.24112265,0.00033923422,0.0018053841,0.0019165437,0.0015195053,0.028541852],"study_design_scores_gemma":[0.0000021858762,0.00007125009,0.5767127,0.00032198257,0.00002172508,0.0016696671,0.40529832,0.00067352905,0.00068889075,0.00032066752,0.014181911,0.00003720562],"about_ca_topic_score_codex":0.05590056,"about_ca_topic_score_gemma":0.10835973,"teacher_disagreement_score":0.05590056,"about_ca_system_score_codex":0.003070393,"about_ca_system_score_gemma":0.002273809,"threshold_uncertainty_score":0.111150384},"labels":[],"label_agreement":null},{"id":"W4389904524","doi":"10.1016/j.conbuildmat.2023.134608","title":"Improving early-age performance of alkali-activated slag paste backfill with calcium salts at low temperature","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Portlandite; Curing (chemistry); Compressive strength; Materials science; Alkali metal; Alkalinity; Slag (welding); Composite material; Calcium; Moisture; Chemical engineering; Mineralogy; Cement; Chemistry; Metallurgy; Portland cement; Organic chemistry","score_opus":0.008538344013468747,"score_gpt":0.1870755159789229,"score_spread":0.17853717196545416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389904524","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980665,0.0005571287,0.0007973067,0.000015751213,0.000020287102,0.000006332691,0.00007755177,0.00005523285,0.00040392976],"genre_scores_gemma":[0.99797684,0.00022105401,0.0005138383,0.000012368903,0.0000051913053,0.0000059593067,0.00008771071,0.000015983365,0.0011610464],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997727,0.000018084378,0.0000190531,0.00003567955,0.00009257572,0.000061887535],"domain_scores_gemma":[0.99983084,0.000024784436,0.000044377706,0.000013036339,0.0000652521,0.000021813674],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031860493,0.0004069911,0.0005508003,0.00034353428,0.00025375397,0.00039040955,0.00035268714,0.000381837,0.0010831605],"category_scores_gemma":[0.0003037022,0.0001530029,0.00048983074,0.00033089766,0.00019515876,0.0005008173,0.00026000294,0.00027442983,0.00031248172],"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":[0.0005239024,0.00004512276,0.0006557174,0.00010342493,0.000008832026,0.000077669705,0.000045868765,0.00035021637,0.9937975,0.000047713573,0.000071546885,0.0042724065],"study_design_scores_gemma":[0.0000062700256,0.00042672356,0.0017228024,0.000005126355,0.000016223488,0.000041985848,0.000044085547,0.0007076661,0.99644583,0.000013140489,0.00056297274,0.000007162028],"about_ca_topic_score_codex":0.0011556036,"about_ca_topic_score_gemma":0.0021719765,"teacher_disagreement_score":0.0011556036,"about_ca_system_score_codex":0.00025123468,"about_ca_system_score_gemma":0.0003691382,"threshold_uncertainty_score":0.0036235452},"labels":[],"label_agreement":null},{"id":"W4390344762","doi":"10.3390/min14010030","title":"General Properties of Commingled Materials for Mix Designs","year":2023,"lang":"en","type":"article","venue":"Minerals","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":"University of Alberta","funders":"FLSmidth","keywords":"Tailings; Environmental science; Mining engineering; Hydraulic conductivity; Permeability (electromagnetism); Weathering; Geology; Soil water; Materials science; Soil science; Geochemistry","score_opus":0.07169971112156115,"score_gpt":0.23652988871006983,"score_spread":0.16483017758850868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390344762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87386024,0.009117779,0.029700015,0.00026470333,0.00022118815,0.001429779,0.01591649,0.0012703668,0.0682195],"genre_scores_gemma":[0.92199874,0.0028757856,0.031384833,0.00014281392,0.00004952245,0.0012832957,0.0073994,0.00040080684,0.034464713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988838,0.000105987194,0.00013646677,0.00013039706,0.0006566685,0.00008671187],"domain_scores_gemma":[0.9986712,0.0003279973,0.00025923867,0.00011762417,0.00053627,0.00008759696],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00109316,0.0012400758,0.00033134085,0.0029440008,0.0004746194,0.0005879376,0.0006793675,0.00063844805,0.019208739],"category_scores_gemma":[0.0023350592,0.00037376856,0.0004300052,0.00212297,0.00022914965,0.001095716,0.000507533,0.0004911899,0.004812602],"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":[0.0009008649,0.00029273058,0.0080264425,0.0021862444,0.000065936874,0.00051274686,0.00029750605,0.008277687,0.8756003,0.0026733396,0.0044747815,0.09669142],"study_design_scores_gemma":[0.000039638773,0.0017653493,0.016683912,0.00016166287,0.00009659943,0.0006457869,0.00034170612,0.004069409,0.89862764,0.000991876,0.07652021,0.00005617887],"about_ca_topic_score_codex":0.0006013537,"about_ca_topic_score_gemma":0.0019143779,"teacher_disagreement_score":0.019208739,"about_ca_system_score_codex":0.0004999492,"about_ca_system_score_gemma":0.00030907916,"threshold_uncertainty_score":0.06425959},"labels":[],"label_agreement":null},{"id":"W4391018634","doi":"10.1016/j.mineng.2024.108580","title":"Experimental study on the overall settling behavior of copper tailings suspension","year":2024,"lang":"en","type":"article","venue":"Minerals Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Settling; Tailings; Suspension (topology); Settling time; Copper; Materials science; Environmental science; Metallurgy; Environmental engineering; Engineering; Mathematics; Control engineering","score_opus":0.020935552126189957,"score_gpt":0.2322868057828364,"score_spread":0.21135125365664642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391018634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99372756,0.00025419606,0.0045571453,0.000020260391,0.000021943548,0.0001203119,0.00021128854,0.000061969135,0.0010252497],"genre_scores_gemma":[0.98745733,0.0005075716,0.009651307,0.000043167696,0.000026311542,0.00013799811,0.00040057002,0.000019575393,0.0017562036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994727,0.000058613856,0.00006575374,0.00014641805,0.0001808672,0.00007565698],"domain_scores_gemma":[0.99939203,0.0001668783,0.00008978384,0.000072877316,0.00023363346,0.000044697143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005637893,0.0005232056,0.0003853982,0.0003464083,0.0007030784,0.00028035126,0.00043304428,0.00047713425,0.0014081427],"category_scores_gemma":[0.0006602653,0.00012942593,0.00033531434,0.0003727368,0.0003313576,0.00033973696,0.00033424576,0.00045481295,0.00032084013],"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":[0.00013731807,0.000097000324,0.0008660477,0.00012984325,0.0000073538404,0.00007134533,0.00010932218,0.00026155767,0.9955647,0.000045186927,0.00004489929,0.0026654087],"study_design_scores_gemma":[0.000012847849,0.0013673583,0.0030377668,0.000008575236,0.000021749573,0.00005431146,0.00012195955,0.0008769631,0.9936381,0.000024810144,0.0008226922,0.000012838478],"about_ca_topic_score_codex":0.0028088025,"about_ca_topic_score_gemma":0.0038023803,"teacher_disagreement_score":0.0028088025,"about_ca_system_score_codex":0.0004023458,"about_ca_system_score_gemma":0.000477205,"threshold_uncertainty_score":0.0055848956},"labels":[],"label_agreement":null},{"id":"W4391033679","doi":"10.1007/s10706-023-02724-x","title":"Effective Stress Analyses to Assess the Stability of Progressively Raised Upstream Dikes for Tailings Impoundments with Waste Rock Inclusions","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Dike; Geotechnical engineering; Tailings; Geology; Consolidation (business); Hydrogeology; Instability; Slope stability; Pore water pressure; Factor of safety; Tailings dam; Safety factor; Mining engineering; Petrology; Materials science; Mechanics","score_opus":0.02881098297567017,"score_gpt":0.2679286239175433,"score_spread":0.23911764094187313,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391033679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913681,0.00002100467,0.008120275,0.0000067549054,0.0000038585276,0.000010935764,0.000044486736,0.000029553103,0.00039504014],"genre_scores_gemma":[0.9977647,0.000013584077,0.0018098473,0.0000023132816,0.0000012417876,0.0000072914204,0.000038163165,0.0000036801796,0.00035922707],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982125,0.000020364423,0.000013449976,0.00002812395,0.00008333407,0.000033557906],"domain_scores_gemma":[0.99944514,0.0001118399,0.00006635597,0.000047871647,0.00027612408,0.000052567288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031712247,0.00042546098,0.00024186014,0.00096736924,0.00043967357,0.00042956497,0.00063820864,0.00041969892,0.00105756],"category_scores_gemma":[0.00067149126,0.00019754992,0.00027258933,0.0004991895,0.00036441057,0.00046633146,0.00039232871,0.00030392635,0.00013960732],"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":[0.00114932,0.00053105137,0.14925264,0.00014464791,0.00010700062,0.0007297317,0.0007535866,0.14672484,0.62866575,0.0012533949,0.0003397468,0.07034832],"study_design_scores_gemma":[0.00007074011,0.0017204775,0.28797796,0.000027506,0.000108095126,0.0002204496,0.0014802326,0.5124469,0.19401559,0.0010712906,0.00078317145,0.00007754506],"about_ca_topic_score_codex":0.0043001515,"about_ca_topic_score_gemma":0.013581768,"teacher_disagreement_score":0.0043001515,"about_ca_system_score_codex":0.0004204928,"about_ca_system_score_gemma":0.00043672262,"threshold_uncertainty_score":0.008550227},"labels":[],"label_agreement":null},{"id":"W4391042888","doi":"10.2139/ssrn.4700838","title":"Experimental Study on the Stabilization and Anti-Seepage Treatment of Lead and Zinc Elements in Heavy Metal Tailings Pond Using Cement Slurry Containing Heavy Metal Stabilizing Agent","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Tailings; Slurry; Cement; Fly ash; Bentonite; Zinc; Compressive strength; Metallurgy; Metal; Consolidation (business); Leaching (pedology); Waste management; Materials science; Environmental science; Environmental engineering; Geotechnical engineering; Geology; Composite material; Soil water","score_opus":0.04022774305815467,"score_gpt":0.27803973731129794,"score_spread":0.23781199425314326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391042888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990783,0.000064876105,0.0003500458,0.000011685804,0.000006346618,0.000010921574,0.000044431254,0.000009209641,0.00042427526],"genre_scores_gemma":[0.99804115,0.00010585356,0.00047399642,0.000009708376,0.0000040678556,0.000008178423,0.00003743585,0.0000038498147,0.001315731],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999889,0.000013897493,0.000007348496,0.000029598008,0.000035035857,0.000025096995],"domain_scores_gemma":[0.9998429,0.000044358738,0.00002937307,0.000019680749,0.000047347967,0.000016470782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015102912,0.00022722744,0.00033091372,0.00012144897,0.000382011,0.0002180374,0.00030923035,0.00036980832,0.001961064],"category_scores_gemma":[0.00019137491,0.00013742852,0.00025577587,0.00014942435,0.00031723466,0.00021343977,0.00018216744,0.00038699937,0.00023395597],"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":[0.0004526833,0.00018654516,0.0007130322,0.000083492465,0.000005557272,0.00006112559,0.00007491157,0.00034691588,0.99634427,0.00006464837,0.000033978133,0.0016328903],"study_design_scores_gemma":[0.000028871216,0.001677205,0.0027227695,0.0000031147179,0.00001828341,0.000027201571,0.00008637951,0.0008291131,0.9941122,0.000032059997,0.00045727298,0.0000055632067],"about_ca_topic_score_codex":0.0013303852,"about_ca_topic_score_gemma":0.0021112063,"teacher_disagreement_score":0.001961064,"about_ca_system_score_codex":0.00020213946,"about_ca_system_score_gemma":0.00027952922,"threshold_uncertainty_score":0.006560385},"labels":[],"label_agreement":null},{"id":"W4391144483","doi":"10.1007/s10706-023-02740-x","title":"Investigating Pore Water Pressure Development in Paste Backfill Under Conditions Mimicking Field Loading","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"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","keywords":"Pore water pressure; Curing (chemistry); Geotechnical engineering; Drainage; Engineering; Environmental science; Forensic engineering; Materials science; Composite material","score_opus":0.01364715481937301,"score_gpt":0.19700245777694161,"score_spread":0.1833553029575686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391144483","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987533,0.00002146767,0.0006699268,0.000011885096,0.000004528725,0.0000062029812,0.00014451132,0.000024673389,0.00036349826],"genre_scores_gemma":[0.99916995,0.000024261955,0.0004320245,0.0000050101858,0.0000017035151,0.0000058777186,0.00007944446,0.0000038191315,0.0002779744],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988556,0.000007598414,0.0000060069547,0.000028955868,0.00004656351,0.000025335223],"domain_scores_gemma":[0.9998629,0.00003816552,0.00002474461,0.000011633877,0.00004482003,0.000017700642],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001409418,0.0001391374,0.00017658983,0.00014053198,0.00022266865,0.00026524952,0.0002824816,0.00038549613,0.0013144691],"category_scores_gemma":[0.00028677753,0.000085956795,0.00014564367,0.0001831803,0.0002945665,0.0004451187,0.00015259364,0.0003584305,0.00012648592],"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":[0.00031822306,0.00007059834,0.0024434472,0.000035312085,0.000003660954,0.00011777151,0.00008718239,0.0007116097,0.99320376,0.00008664147,0.00006887533,0.0028528771],"study_design_scores_gemma":[0.000014745586,0.00068356993,0.027026186,0.0000047652356,0.000012059709,0.00014628429,0.00036877466,0.015489368,0.95541984,0.00011857607,0.0007010926,0.000014781488],"about_ca_topic_score_codex":0.001868728,"about_ca_topic_score_gemma":0.0018611797,"teacher_disagreement_score":0.001868728,"about_ca_system_score_codex":0.0001875741,"about_ca_system_score_gemma":0.00028300186,"threshold_uncertainty_score":0.0043973327},"labels":[],"label_agreement":null},{"id":"W4391307945","doi":"10.1007/s11356-024-32200-9","title":"Strength development and self-desiccation of saline cemented paste backfill","year":2024,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"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","keywords":"Compressive strength; Desiccation; Seawater; Salinity; Tailings; Saline water; Saline; Portland cement; Cement; Chemistry; Environmental science; Materials science; Geotechnical engineering; Metallurgy; Composite material; Botany; Geology; Ecology; Biology","score_opus":0.023986024291513416,"score_gpt":0.25971054024880114,"score_spread":0.23572451595728772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391307945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987155,0.0002053615,0.00047630415,0.000010067686,0.0000051802217,0.000005108073,0.000052397827,0.000014814059,0.00051511684],"genre_scores_gemma":[0.9987134,0.00006885527,0.00024339597,0.0000054770885,0.0000013417268,0.0000025755687,0.00004671064,0.00000554925,0.0009127223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998474,0.000016072256,0.0000122841875,0.000023553508,0.00006423405,0.00003640886],"domain_scores_gemma":[0.99976045,0.00003661024,0.00006841631,0.00002364321,0.00007972714,0.000031136675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029378818,0.00019106515,0.00017295242,0.00028042693,0.00014887552,0.00021962458,0.00019719255,0.00023002745,0.0015113637],"category_scores_gemma":[0.00037835393,0.00013436747,0.00029940874,0.00016717226,0.00021902796,0.00032663535,0.00017278676,0.0002457005,0.00017295242],"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":[0.0002361904,0.00002521037,0.0017262846,0.000032311134,0.0000069280404,0.00008552839,0.000054028726,0.0005285661,0.99406946,0.00007641495,0.000030224066,0.0031289684],"study_design_scores_gemma":[0.000002942434,0.00023891087,0.00761624,0.0000023963833,0.000007605254,0.00005447791,0.00004321225,0.0011879953,0.9904231,0.000024120884,0.00039516354,0.0000039620995],"about_ca_topic_score_codex":0.00090777536,"about_ca_topic_score_gemma":0.0016406315,"teacher_disagreement_score":0.0015113637,"about_ca_system_score_codex":0.00020867208,"about_ca_system_score_gemma":0.00022030453,"threshold_uncertainty_score":0.0050560236},"labels":[],"label_agreement":null},{"id":"W4391473646","doi":"10.1139/cgj-2023-0125","title":"Iron ore tailings stabilization with alternative alkali-activated cement for dry stacking: mechanical and microstructural insights","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Tailings; Beneficiation; Materials science; Cementitious; Cement; Ettringite; Portland cement; Metakaolin; Sodium silicate; Aluminosilicate; Metallurgy; Composite material; Chemistry","score_opus":0.011747452223109876,"score_gpt":0.20416154626487318,"score_spread":0.1924140940417633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391473646","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99780756,0.0005461496,0.0009921165,0.000016662792,0.00000542449,0.000009745671,0.000045714067,0.000012027586,0.0005645388],"genre_scores_gemma":[0.99840945,0.0002143235,0.0008682577,0.000007960267,0.0000020601892,0.000003429596,0.000028646018,0.0000033082024,0.00046263996],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998976,0.0000092777445,0.0000061930014,0.000013237641,0.000056194098,0.000017503242],"domain_scores_gemma":[0.9999064,0.000014627368,0.000033519438,0.000005675783,0.000027657034,0.000012152748],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014642444,0.00024129605,0.00013410316,0.0005294434,0.00016616534,0.00020789419,0.00012031394,0.00022347795,0.00059076614],"category_scores_gemma":[0.0001364587,0.000097009884,0.0001594854,0.00020617718,0.00022227073,0.00022286172,0.00012870546,0.00024746824,0.00008207297],"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":[0.00006435103,0.000017845246,0.0017017487,0.00007130471,0.000005202062,0.000061574174,0.000028945344,0.0004072016,0.99429977,0.00006978506,0.000020488125,0.003251754],"study_design_scores_gemma":[0.0000052936266,0.00038261514,0.024811517,0.00001270883,0.00003136246,0.00013734504,0.00018465043,0.002382666,0.97046787,0.000062680156,0.0015110896,0.000010099753],"about_ca_topic_score_codex":0.0015581977,"about_ca_topic_score_gemma":0.007815612,"teacher_disagreement_score":0.0015581977,"about_ca_system_score_codex":0.00018510463,"about_ca_system_score_gemma":0.000194807,"threshold_uncertainty_score":0.0030982494},"labels":[],"label_agreement":null},{"id":"W4391730810","doi":"10.1016/j.jobe.2024.108691","title":"Hydration mechanism and mechanical-thermal correlation of cemented paste backfill under different curing temperatures","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Curing (chemistry); Materials science; Composite material; Hardening (computing); Microstructure; Water content; Compressive strength; Electrical resistivity and conductivity; Thermal; Thermodynamics; Geotechnical engineering","score_opus":0.0068062192313567745,"score_gpt":0.19001864553407471,"score_spread":0.18321242630271795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391730810","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897003,0.0001326178,0.000493285,0.0000053376616,0.0000039642687,0.0000032685498,0.00008324891,0.000021175183,0.00028710565],"genre_scores_gemma":[0.99949455,0.00003357158,0.00012497124,0.0000022634179,0.0000012210236,0.000002490258,0.00005266362,0.000004440856,0.00028380065],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987745,0.000009664556,0.000007579484,0.000028908315,0.00004220818,0.000034113913],"domain_scores_gemma":[0.9997589,0.00005761612,0.00007965315,0.000021723192,0.0000570476,0.000025027764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025219156,0.00020413655,0.00020230933,0.00028344252,0.00016426861,0.0002189027,0.00020504698,0.00023330374,0.0025319625],"category_scores_gemma":[0.00040754885,0.00017350013,0.00029856185,0.000247256,0.00035566944,0.0003707621,0.00012008299,0.00024583124,0.00023152123],"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":[0.00080350915,0.000037925503,0.0049343053,0.000065120345,0.00001398557,0.0001460789,0.00013836409,0.001218179,0.9888721,0.0001605644,0.00007993403,0.0035298073],"study_design_scores_gemma":[0.00000982699,0.00034349505,0.047420934,0.000005640809,0.000030350197,0.00011178239,0.00019502427,0.0055555073,0.9458123,0.00006644308,0.00042689944,0.000021892514],"about_ca_topic_score_codex":0.0007460112,"about_ca_topic_score_gemma":0.00094852055,"teacher_disagreement_score":0.0025319625,"about_ca_system_score_codex":0.00015013802,"about_ca_system_score_gemma":0.00015769844,"threshold_uncertainty_score":0.008470297},"labels":[],"label_agreement":null},{"id":"W4391772838","doi":"10.1016/j.conbuildmat.2024.135365","title":"Properties of modified superfine tailings cemented paste backfill: Effects of mixing time and Al2O3 dosage","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"University of Science and Technology Beijing","keywords":"Tailings; Slurry; Mixing (physics); Materials science; Compressive strength; Rheology; Gypsum; Composite material; Microstructure; Chemical engineering; Chemistry; Metallurgy","score_opus":0.007424166224331939,"score_gpt":0.17942651207637425,"score_spread":0.1720023458520423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391772838","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989869,0.00022010754,0.00030081059,0.000007578896,0.0000047374,0.0000037798131,0.0001464892,0.00001857509,0.00031097233],"genre_scores_gemma":[0.9989089,0.000081507016,0.00018174805,0.0000066896414,0.0000019398171,0.0000040055197,0.00013063633,0.000008379743,0.00067629135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972636,0.00003701694,0.0000281747,0.000045410707,0.00011229883,0.000050788174],"domain_scores_gemma":[0.99969316,0.00008374921,0.00009447641,0.000029807017,0.00007145546,0.000027341135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037168153,0.00040728183,0.00036358988,0.00028800723,0.00019147749,0.00023571157,0.00026933584,0.00041105266,0.0017931252],"category_scores_gemma":[0.00045267667,0.00018325681,0.00041163596,0.00042927658,0.00024644658,0.00039363184,0.0001451987,0.00024470667,0.00027127072],"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":[0.001948305,0.000081842176,0.0017232596,0.00010562871,0.000016447564,0.00015173719,0.000098220255,0.0009629791,0.9906316,0.000057157224,0.0000693469,0.0041535604],"study_design_scores_gemma":[0.000013661427,0.0012623242,0.011800379,0.000006314556,0.000039720846,0.0001075349,0.00011241662,0.0013598639,0.98456526,0.000026164045,0.00068959745,0.000016899885],"about_ca_topic_score_codex":0.001168739,"about_ca_topic_score_gemma":0.0015802642,"teacher_disagreement_score":0.0017931252,"about_ca_system_score_codex":0.00017083091,"about_ca_system_score_gemma":0.00021964761,"threshold_uncertainty_score":0.005998552},"labels":[],"label_agreement":null},{"id":"W4391876676","doi":"10.1016/j.sandf.2024.101438","title":"Triaxial testing response of compacted iron ore tailings considering a broad spectrum of confining pressures","year":2024,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"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","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Instituto Tecnológico Vale","keywords":"Tailings; Geotechnical engineering; Breakage; Compaction; Materials science; Subgrade; Geology; Liquefaction; Metallurgy; Composite material","score_opus":0.03252647300962577,"score_gpt":0.24956117730666794,"score_spread":0.21703470429704216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391876676","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99876606,0.000064781096,0.0007893681,0.000008964648,0.0000033806668,0.000005762143,0.00006145471,0.000013603003,0.00028669438],"genre_scores_gemma":[0.99859065,0.00007431659,0.0006826314,0.000008229105,0.0000020571745,0.0000075964003,0.00008456124,0.0000035176538,0.0005463849],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997142,0.00002144441,0.00003863802,0.00004835435,0.00013526544,0.000042144373],"domain_scores_gemma":[0.99944407,0.00011079116,0.00016065904,0.000052920743,0.00017360171,0.000058025587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029723893,0.0003935435,0.00019377217,0.00038515506,0.0002479467,0.0002124763,0.00022483271,0.00035111257,0.0011662913],"category_scores_gemma":[0.000517434,0.00016957463,0.00016996555,0.00041012772,0.00037526092,0.0002880715,0.00027292402,0.00027174182,0.00017301213],"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":[0.00031210354,0.00005612452,0.0046742307,0.00005364318,0.000007847666,0.00019469533,0.00024077276,0.0010428661,0.9879892,0.000033169003,0.00003449208,0.0053608613],"study_design_scores_gemma":[0.000012979692,0.0024790117,0.09777763,0.000020274038,0.000033221575,0.00032304786,0.0008424789,0.005256941,0.8923396,0.00004712956,0.00084422936,0.000023447774],"about_ca_topic_score_codex":0.0018461384,"about_ca_topic_score_gemma":0.006284518,"teacher_disagreement_score":0.0018461384,"about_ca_system_score_codex":0.00015098405,"about_ca_system_score_gemma":0.00017402435,"threshold_uncertainty_score":0.0039016008},"labels":[],"label_agreement":null},{"id":"W4392000825","doi":"10.1007/s10230-024-00970-w","title":"Analysis of Uncertainty and Sensitivity in Tailings Dam Breach-Runout Numerical Modelling","year":2024,"lang":"en","type":"article","venue":"Mine Water and the Environment","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 Waterloo; Precision Nanosystems (Canada); Queen's University; Klohn Crippen Berger (Canada); University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia; Suncor Energy Incorporated","keywords":"Tailings; Sensitivity (control systems); Flow (mathematics); Tailings dam; Hydrogeology; Geology; Moment (physics); Mining engineering; Geotechnical engineering; Probabilistic logic; Environmental science; Engineering; Mechanics; Statistics; Mathematics","score_opus":0.0071321518496817865,"score_gpt":0.16862104202440611,"score_spread":0.16148889017472434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392000825","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88013065,0.0003051582,0.11473843,0.0003375592,0.00003270922,0.00010283381,0.0006945335,0.00024699836,0.003411138],"genre_scores_gemma":[0.99349725,0.000059870614,0.006055891,0.000014576794,0.0000055846463,0.000029149794,0.00015961021,0.000013423995,0.00016457881],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984432,0.0006815972,0.00012377498,0.0002219541,0.00037696477,0.00015250857],"domain_scores_gemma":[0.9878967,0.009813605,0.00087081554,0.0005077771,0.0007888477,0.00012240613],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0042997412,0.00087198947,0.0008343529,0.0016517617,0.00055899203,0.0013907427,0.0009940123,0.0013046688,0.0006137438],"category_scores_gemma":[0.015370998,0.0005592843,0.0013002879,0.00092201284,0.00074532867,0.0011887918,0.0011682215,0.0011956049,0.00005432681],"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":[0.0000145828935,0.000011157221,0.0029299732,0.000013512436,0.000024303257,0.00003554184,0.000021821397,0.9948015,0.00037016397,0.0006692782,0.000028983823,0.0010791651],"study_design_scores_gemma":[0.0000015449679,0.0000140326365,0.0011665396,0.0000061500045,0.0000070658575,0.00000920951,0.00001571539,0.9977767,0.0004336012,0.00048645947,0.00007364261,0.00000934048],"about_ca_topic_score_codex":0.016172344,"about_ca_topic_score_gemma":0.0066932063,"teacher_disagreement_score":0.016172344,"about_ca_system_score_codex":0.0013850221,"about_ca_system_score_gemma":0.0008711453,"threshold_uncertainty_score":0.032156408},"labels":[],"label_agreement":null},{"id":"W4392015642","doi":"10.1016/j.cscm.2024.e03002","title":"Slag-based stabilization/solidification of hazardous arsenic-bearing tailings as cemented paste backfill: Strength and arsenic immobilization assessment","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":26,"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":"Tailings; Arsenic; Hazardous waste; Slag (welding); Metallurgy; Bearing (navigation); Waste management; Materials science; Environmental science; Geotechnical engineering; Geology; Engineering","score_opus":0.02689207620060691,"score_gpt":0.29048794756927215,"score_spread":0.26359587136866525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392015642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962728,0.0009926251,0.0015690783,0.000021030262,0.000011526865,0.000024760666,0.00026198121,0.000039183993,0.0008069897],"genre_scores_gemma":[0.9961046,0.0006103005,0.0016543034,0.000016252368,0.0000030071944,0.00001788163,0.00018421203,0.000014580273,0.0013949557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998288,0.000020670128,0.000011869245,0.000025007685,0.000088002285,0.000025583762],"domain_scores_gemma":[0.99986696,0.000015066878,0.000035040495,0.000009869422,0.000049785776,0.000023187671],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027617134,0.00038711907,0.0002809067,0.00043162904,0.00015947857,0.0002776114,0.00018717068,0.00027172553,0.0008571967],"category_scores_gemma":[0.00023091082,0.00015328692,0.000452771,0.00031139268,0.00017000122,0.00021377909,0.00024277781,0.00036818613,0.00025140698],"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":[0.000114265786,0.00003179917,0.00049110764,0.000088662455,0.000009765905,0.00002849997,0.00002058612,0.00035786454,0.99571216,0.000031009473,0.000029847864,0.0030844791],"study_design_scores_gemma":[0.000003971333,0.00037528932,0.0024637708,0.000009898774,0.000017241211,0.000025347725,0.000031353055,0.0011387168,0.9952604,0.000015851509,0.0006517823,0.000006484993],"about_ca_topic_score_codex":0.0020473795,"about_ca_topic_score_gemma":0.005687765,"teacher_disagreement_score":0.0020473795,"about_ca_system_score_codex":0.00027210946,"about_ca_system_score_gemma":0.00025787557,"threshold_uncertainty_score":0.004070878},"labels":[],"label_agreement":null},{"id":"W4392970968","doi":"10.1007/s10064-024-03637-6","title":"Column experiments to study the thermo-hydro-mechanical-chemical behavior of sensitive marine slay subgrade soil treated with lime","year":2024,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"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","keywords":"Subgrade; Nature Conservation; Lime; Geotechnical engineering; Column (typography); Environmental science; Geology; Engineering; Structural engineering; Ecology","score_opus":0.005731175047877843,"score_gpt":0.17162009441654516,"score_spread":0.16588891936866731,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392970968","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99818194,0.00009392058,0.00077796803,0.000023713665,0.000015782523,0.000021967831,0.00033236315,0.000016223046,0.00053612003],"genre_scores_gemma":[0.99642605,0.00015886195,0.0008261799,0.000057816615,0.0000061950873,0.000027434213,0.00027649658,0.000007865912,0.002213185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999188,0.0000052450328,0.0000050490853,0.000018922885,0.00002174831,0.000030254523],"domain_scores_gemma":[0.9997875,0.000057801917,0.00004236209,0.000017435279,0.00004632911,0.00004857509],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010519057,0.00023716401,0.0003004963,0.00012620533,0.00035110774,0.0002828446,0.00022350137,0.00029777756,0.0023066325],"category_scores_gemma":[0.000114550974,0.0001360894,0.00023558104,0.00020075976,0.0001808473,0.00016361472,0.00016367105,0.00062195124,0.00021025144],"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":[0.00036460412,0.0001601205,0.0016633352,0.00004004551,0.000008613106,0.000027302156,0.000053152915,0.00022362385,0.9965842,0.00002873777,0.000049381364,0.00079693383],"study_design_scores_gemma":[0.00003094877,0.0015928905,0.01619042,0.000005036295,0.000026087486,0.00002865811,0.00015625304,0.0013438418,0.97950625,0.000039356044,0.00106949,0.000010853042],"about_ca_topic_score_codex":0.0065623187,"about_ca_topic_score_gemma":0.01352835,"teacher_disagreement_score":0.0065623187,"about_ca_system_score_codex":0.00029066642,"about_ca_system_score_gemma":0.00043928582,"threshold_uncertainty_score":0.013048232},"labels":[],"label_agreement":null},{"id":"W4393005790","doi":"10.3390/min14030319","title":"Towards a Circular Economy in the Mining Industry: Possible Solutions for Water Recovery through Advanced Mineral Tailings Dewatering","year":2024,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":68,"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":"Centre National pour la Recherche Scientifique et Technique; Fondation OCP; Université Mohammed VI Polytechnique","keywords":"Tailings; Dewatering; Mining industry; Mineral resource classification; Circular economy; Mineral; Mining engineering; Mineral exploration; Environmental science; Natural resource economics; Waste management; Geology; Geochemistry; Engineering; Metallurgy; Geotechnical engineering; Economics; Materials science; Ecology","score_opus":0.03338444004274685,"score_gpt":0.2413860947848971,"score_spread":0.20800165474215024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393005790","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.074413635,0.32788703,0.17623726,0.21151486,0.0035735986,0.00035157552,0.00021236956,0.00031331205,0.20549639],"genre_scores_gemma":[0.5278495,0.35913157,0.052121855,0.010090278,0.0010668521,0.00035601796,0.0001463577,0.000099563535,0.049138036],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99944633,0.00016146194,0.000022969092,0.00006922446,0.00015653294,0.00014342602],"domain_scores_gemma":[0.99946755,0.00016903863,0.000092923685,0.000044711822,0.00015117522,0.00007454454],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016537611,0.00044674103,0.00052557833,0.00090046984,0.0011401186,0.0037913837,0.0011400356,0.003213083,0.006820624],"category_scores_gemma":[0.0011567435,0.00021920407,0.0006238998,0.00087448145,0.0035264888,0.0063921902,0.0031890555,0.0018824816,0.0011731884],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007477356,0.00016518545,0.0008955533,0.0026441433,0.00005445742,0.0005607686,0.00073414354,0.004869991,0.007089506,0.7863993,0.01208823,0.18442385],"study_design_scores_gemma":[0.000022319304,0.00020304008,0.0011755094,0.002330924,0.0000376156,0.00036003327,0.004201006,0.0041987295,0.0064001516,0.45413014,0.5268904,0.00005016559],"about_ca_topic_score_codex":0.0014581889,"about_ca_topic_score_gemma":0.0038249902,"teacher_disagreement_score":0.006820624,"about_ca_system_score_codex":0.0018578344,"about_ca_system_score_gemma":0.0037053514,"threshold_uncertainty_score":0.022817254},"labels":[],"label_agreement":null},{"id":"W4393036924","doi":"10.21203/rs.3.rs-4115308/v1","title":"Consolidation process of uncemented backfill slurry in a mine stope considering hydro-geotechnical properties of rockmass in adjacent stopes","year":2024,"lang":"en","type":"preprint","venue":"Research Square","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"National Key Research and Development Program of China; Beijing Nova Program","keywords":"Consolidation (business); Geotechnical engineering; Slurry; Geology; Mining engineering; Engineering; Environmental engineering; Business","score_opus":0.06710405649902226,"score_gpt":0.3279114029887793,"score_spread":0.260807346489757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393036924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99598783,0.00009272052,0.002706633,0.000026250227,0.000009732028,0.00001533069,0.00006832741,0.000026947722,0.0010662057],"genre_scores_gemma":[0.99876875,0.000033800003,0.00048082645,0.0000032103433,0.0000016477763,0.0000034745572,0.00005472638,0.0000040599534,0.0006494644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983966,0.000011638056,0.000012559078,0.000038195216,0.00004054565,0.000057428657],"domain_scores_gemma":[0.99983776,0.00004263854,0.000026778955,0.000016785865,0.00004747935,0.00002853363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002896255,0.0003244037,0.0007335495,0.00052682345,0.0006387475,0.0012831447,0.00056436996,0.0012742208,0.001875889],"category_scores_gemma":[0.00036968302,0.0002839118,0.00063207635,0.0003865167,0.0005449872,0.00063025067,0.00045563068,0.00031583806,0.00023049486],"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":[0.0027801376,0.0006014385,0.062923044,0.0003384247,0.00013856692,0.0077647325,0.000785608,0.56242126,0.33276036,0.0027619815,0.00052314566,0.026201189],"study_design_scores_gemma":[0.000099918885,0.0007466025,0.04059188,0.000036376176,0.000115443385,0.00041590328,0.0009150156,0.84439427,0.1109818,0.00071553705,0.0009355584,0.00005167962],"about_ca_topic_score_codex":0.010651777,"about_ca_topic_score_gemma":0.008602171,"teacher_disagreement_score":0.010651777,"about_ca_system_score_codex":0.0005917123,"about_ca_system_score_gemma":0.0006971323,"threshold_uncertainty_score":0.021179557},"labels":[],"label_agreement":null},{"id":"W4393981716","doi":"10.36487/acg_repo/2455_22","title":"Analysing the segregation of coarse tailings particles with a zone-formation differential settling model","year":2024,"lang":"en","type":"article","venue":"","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":"University of British Columbia","funders":"","keywords":"Tailings; Settling; Differential (mechanical device); Geology; Environmental science; Materials science; Environmental engineering; Physics; Thermodynamics; Metallurgy","score_opus":0.013629493341785112,"score_gpt":0.19442710125527307,"score_spread":0.18079760791348795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393981716","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29033732,0.0010855666,0.69320047,0.000398945,0.00011825147,0.00018396528,0.0002927862,0.00034002538,0.014042694],"genre_scores_gemma":[0.96627176,0.0006298203,0.018905325,0.00007081938,0.0000310414,0.00011787139,0.00020644227,0.000055725992,0.013711242],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976665,0.0000408079,0.00001538121,0.000057750734,0.000076537435,0.000042955646],"domain_scores_gemma":[0.9996468,0.0001352189,0.0000788606,0.000024875199,0.000090987865,0.000023230989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051497895,0.0007748086,0.0005602164,0.0007465958,0.000349968,0.00087113323,0.0014170794,0.0012647333,0.0011637582],"category_scores_gemma":[0.0011097345,0.00028928192,0.0010118855,0.0004619212,0.0005505536,0.0008061957,0.0008317993,0.000553996,0.00036118197],"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":[0.000094571384,0.00006244269,0.0033333653,0.00016435211,0.00004398255,0.00033406768,0.00016548451,0.941253,0.025508618,0.021186413,0.000397952,0.007455671],"study_design_scores_gemma":[0.0000043617506,0.000013237081,0.00025320068,0.0000019793445,0.000006060105,0.000018087921,0.0000069157377,0.9982917,0.000574899,0.0006036505,0.00022171733,0.000004230022],"about_ca_topic_score_codex":0.015189575,"about_ca_topic_score_gemma":0.005580134,"teacher_disagreement_score":0.015189575,"about_ca_system_score_codex":0.0011433031,"about_ca_system_score_gemma":0.0007001444,"threshold_uncertainty_score":0.03020233},"labels":[],"label_agreement":null},{"id":"W4393981730","doi":"10.36487/acg_repo/2455_42","title":"Development of slag alternatives for paste backfill operations","year":2024,"lang":"en","type":"article","venue":"","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":"Graymont (Canada)","funders":"Graymont","keywords":"Slag (welding); Waste management; Computer science; Engineering; Materials science; Metallurgy","score_opus":0.025888243091600344,"score_gpt":0.239133483544066,"score_spread":0.21324524045246565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393981730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9495496,0.010476274,0.025620813,0.00027326596,0.00011130786,0.00018535154,0.00045902262,0.0002849908,0.01303939],"genre_scores_gemma":[0.9795877,0.003374292,0.012680498,0.000052567073,0.00001854363,0.000032856282,0.0002302269,0.00003006093,0.0039932346],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996997,0.000022150754,0.000017529674,0.000037878362,0.00017880184,0.00004398076],"domain_scores_gemma":[0.9998721,0.000014234666,0.00003668934,0.000009480216,0.000040153227,0.000027318558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020994013,0.00036836482,0.00028447047,0.0008747469,0.00017163667,0.00059130276,0.00037974783,0.0005715676,0.0014181336],"category_scores_gemma":[0.00030551868,0.00016045859,0.00038818893,0.0005281775,0.00022096065,0.00074154726,0.0003818224,0.00054026156,0.00052008283],"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":[0.00010667147,0.00011128909,0.00029711754,0.00036353085,0.000013546451,0.00024568447,0.000028763734,0.0016073644,0.97326523,0.00068059866,0.0001224388,0.023157813],"study_design_scores_gemma":[0.000025690366,0.0011229612,0.0017635333,0.000043218355,0.000025677875,0.0004115389,0.00007958425,0.0041441717,0.9742809,0.0002994609,0.01778418,0.000019106323],"about_ca_topic_score_codex":0.0006294742,"about_ca_topic_score_gemma":0.002354896,"teacher_disagreement_score":0.0014181336,"about_ca_system_score_codex":0.0003811075,"about_ca_system_score_gemma":0.00035445072,"threshold_uncertainty_score":0.004744172},"labels":[],"label_agreement":null},{"id":"W4394796271","doi":"10.1016/j.scitotenv.2024.172437","title":"Environmental pollution and human health risk due to tailings storage facilities in China","year":2024,"lang":"en","type":"article","venue":"The Science of The Total Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Klohn Crippen Berger (Canada)","funders":"National Natural Science Foundation of China","keywords":"Tailings; Environmental science; Pollution; Human health; Environmental protection; Pollutant; Environmental health; China; Environmental pollution; Heavy metals; Health risk assessment; Environmental engineering; Environmental chemistry; Geography; Ecology; Medicine","score_opus":0.0062195013677182965,"score_gpt":0.18483711245079926,"score_spread":0.17861761108308097,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394796271","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99877685,0.000175258,0.00010264422,0.00013594246,0.000004992897,0.000008269412,0.00021448541,0.0000044893777,0.000577005],"genre_scores_gemma":[0.99890614,0.00014177615,0.0000404696,0.000039659568,0.0000067999677,0.0000055027235,0.00019199883,0.0000010484068,0.0006665539],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99942756,0.000072534596,0.000077470606,0.00009407232,0.00013990172,0.00018850176],"domain_scores_gemma":[0.99919766,0.00008363908,0.00028926693,0.000043301676,0.00017432497,0.00021187736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005843733,0.00046460328,0.00034815454,0.0016180573,0.0010180145,0.00068878266,0.00054513005,0.0005401758,0.0014751703],"category_scores_gemma":[0.00049852784,0.00039010672,0.0010660634,0.0022085935,0.0006238513,0.0005344386,0.0009438274,0.00036334683,0.00010795575],"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":[0.00009446006,0.00007658645,0.9937204,0.000036420824,0.00012205996,0.00043433893,0.00056836766,0.0007250994,0.00065454066,0.00021492869,0.00021262879,0.0031401238],"study_design_scores_gemma":[0.0000059256067,0.00007710055,0.99755377,0.0000072793955,0.000051651612,0.000110535744,0.0008884046,0.0006921403,0.00013820974,0.00012528841,0.00033882746,0.000010891492],"about_ca_topic_score_codex":0.18388408,"about_ca_topic_score_gemma":0.19040667,"teacher_disagreement_score":0.18388408,"about_ca_system_score_codex":0.0026774588,"about_ca_system_score_gemma":0.0040107216,"threshold_uncertainty_score":0.36562753},"labels":[],"label_agreement":null},{"id":"W4395000008","doi":"10.3390/min14040433","title":"Mechanical Characteristics and Macro–Microscopic Response Mechanisms of Cemented Paste Backfill under Different Curing Temperatures","year":2024,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Curing (chemistry); Macro; Materials science; Composite material; Geotechnical engineering; Geology; Computer science","score_opus":0.012602574960707158,"score_gpt":0.2207696291705526,"score_spread":0.20816705420984544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395000008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977101,0.00028637677,0.0014035617,0.000022820224,0.000006768774,0.000010289061,0.00018332344,0.000074513446,0.00030222247],"genre_scores_gemma":[0.9979114,0.00017285791,0.0010512007,0.000021740694,0.000004243625,0.000023779494,0.00013389539,0.000019139092,0.0006616499],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981266,0.000012270004,0.000013975123,0.000037833757,0.000092560615,0.000030763556],"domain_scores_gemma":[0.9997937,0.000036096273,0.00007254685,0.00001710618,0.000057651872,0.000022807619],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027007048,0.00034496794,0.00038951545,0.00044782783,0.00019786076,0.00024179165,0.0002032426,0.00034801566,0.001139694],"category_scores_gemma":[0.00039080554,0.0002570699,0.00032348832,0.00033114728,0.00037738006,0.00046933026,0.00015320479,0.0003094973,0.00015954382],"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":[0.00010551765,0.000010997685,0.0015675088,0.000053236625,0.000005101996,0.00008514761,0.000067971756,0.00036452623,0.9953029,0.00003037778,0.000029266172,0.002377463],"study_design_scores_gemma":[0.000007437765,0.00036472647,0.052193895,0.000009094049,0.000027878896,0.0001960395,0.00019749078,0.0038297274,0.9424325,0.000056772693,0.0006584093,0.000026043523],"about_ca_topic_score_codex":0.00089320645,"about_ca_topic_score_gemma":0.0016913611,"teacher_disagreement_score":0.001139694,"about_ca_system_score_codex":0.00020442677,"about_ca_system_score_gemma":0.00014103389,"threshold_uncertainty_score":0.0038126707},"labels":[],"label_agreement":null},{"id":"W4395681497","doi":"10.4095/g274820","title":"Effect of tailings dust on surface water chemistry","year":2019,"lang":"en","type":"report","venue":"","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":"Natural Resources Canada","funders":"","keywords":"Tailings; Chemistry; Environmental chemistry; Physical chemistry","score_opus":0.010394733948335967,"score_gpt":0.21454669223922956,"score_spread":0.2041519582908936,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395681497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930265,0.00012750126,0.0005098144,0.00013777972,0.00005728448,0.000025473564,0.0017840012,0.000118709,0.004212918],"genre_scores_gemma":[0.992088,0.000108444,0.00027890046,0.00008410142,0.000011779149,0.000010628592,0.0008732401,0.000035812023,0.006509017],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9996972,0.000028462304,0.000010852969,0.000074363896,0.00009370528,0.00009542387],"domain_scores_gemma":[0.9995875,0.00018277725,0.000018412939,0.000036593574,0.00013075164,0.000043923217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021992359,0.0002558027,0.0002919852,0.00019120309,0.0006531239,0.0005924025,0.00031088217,0.0007001284,0.0066342116],"category_scores_gemma":[0.0004967509,0.00016219994,0.00060956116,0.00016319776,0.00024198953,0.00035084574,0.00035229133,0.0003839715,0.0011071196],"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":[0.006460676,0.0006899186,0.07064908,0.00026802593,0.00014475278,0.0006407626,0.0003558221,0.0061278977,0.88064015,0.00017146692,0.005427099,0.028424304],"study_design_scores_gemma":[0.00010130925,0.0010833638,0.12756187,0.000011353181,0.00009857463,0.00007611114,0.00041763214,0.007636937,0.85912764,0.00015782645,0.0037037104,0.000023725896],"about_ca_topic_score_codex":0.06332108,"about_ca_topic_score_gemma":0.048298463,"teacher_disagreement_score":0.06332108,"about_ca_system_score_codex":0.0008968765,"about_ca_system_score_gemma":0.00049766083,"threshold_uncertainty_score":0.12590504},"labels":[],"label_agreement":null},{"id":"W4395699781","doi":"10.1016/j.cscm.2024.e03222","title":"Integrated approach to sustainable utilization of phosphate waste rock in road embankments: Experimental insights, stability analysis, and preliminary economic evaluation","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","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":"OCP Group","keywords":"Dolomite; Geology; Characterization (materials science); Calcite; Lithology; Mining engineering; Phosphorite; Geotechnical engineering; Mineralogy; Environmental science; Phosphate; Geochemistry; Chemistry; Materials science","score_opus":0.04692266257030456,"score_gpt":0.296259430342756,"score_spread":0.24933676777245142,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395699781","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98294353,0.0013287757,0.012418656,0.000071453454,0.0000108841705,0.000224211,0.00033085258,0.000027133374,0.002644595],"genre_scores_gemma":[0.9854453,0.0012993389,0.011859369,0.000009357894,0.000005951882,0.00018579458,0.00020504289,0.0000067284595,0.0009831969],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991491,0.00018397572,0.000045021687,0.00009547957,0.00044880068,0.00007764478],"domain_scores_gemma":[0.999607,0.00007590551,0.00007088733,0.000052969062,0.0001629104,0.000030374438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015121828,0.0005481829,0.0004979026,0.001026192,0.00045084045,0.0007893073,0.0004980797,0.0005266638,0.0010946796],"category_scores_gemma":[0.0007361072,0.0001525913,0.00046229543,0.000998275,0.0004168178,0.00068098324,0.00068189565,0.0003670844,0.00018052287],"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":[0.0010168615,0.0017318344,0.01587068,0.0012117302,0.00010401426,0.000552935,0.00012999427,0.03242688,0.86459047,0.0022144227,0.00016534336,0.07998486],"study_design_scores_gemma":[0.000061511935,0.006955452,0.024310855,0.00006879425,0.00018386013,0.00031252555,0.00052589923,0.047375664,0.91445625,0.0010845799,0.0046082227,0.000056386485],"about_ca_topic_score_codex":0.0022136685,"about_ca_topic_score_gemma":0.0045566913,"teacher_disagreement_score":0.0022136685,"about_ca_system_score_codex":0.0010600055,"about_ca_system_score_gemma":0.0008190524,"threshold_uncertainty_score":0.007997274},"labels":[],"label_agreement":null},{"id":"W4395702657","doi":"10.1016/j.powtec.2024.119799","title":"Recycling multisource industrial waste residues as green binder for cemented ultrafine tailings backfill: Hydration kinetics, mechanical properties, and solidification mechanism","year":2024,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Key Technologies Research and Development Program; China Scholarship Council; University of Ottawa","keywords":"Tailings; Kinetics; Waste management; Mechanism (biology); Municipal solid waste; Metallurgy; Materials science; Environmental science; Engineering","score_opus":0.03945359027226256,"score_gpt":0.22648575754704503,"score_spread":0.18703216727478247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395702657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99718577,0.00067028176,0.0016182162,0.000030332498,0.000008719595,0.0000069969765,0.000034476932,0.000025348729,0.00041986365],"genre_scores_gemma":[0.9977246,0.00035614832,0.00071935524,0.00001009094,0.0000028505397,0.0000038922444,0.000041168143,0.00000833596,0.0011335826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999828,0.000023477025,0.000011894833,0.000026365464,0.000064751715,0.000045492616],"domain_scores_gemma":[0.9998894,0.000022625172,0.000035449502,0.000011134371,0.0000305219,0.0000109314105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041814527,0.00036547202,0.00030990003,0.00036106852,0.00023044673,0.0004224676,0.00027842753,0.0002956934,0.00084844657],"category_scores_gemma":[0.00030642882,0.00014402469,0.00047264423,0.0002437745,0.00021986448,0.00089277845,0.00029664612,0.0003225435,0.00022178233],"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":[0.00032941467,0.00013688675,0.001347768,0.00016731632,0.000021951815,0.00010938864,0.000120723475,0.0006848455,0.98510045,0.00039400966,0.00009684736,0.01149033],"study_design_scores_gemma":[0.0000047195817,0.00019147905,0.0017307635,0.0000070815813,0.00002264479,0.000053337277,0.00006917994,0.0025112263,0.99474466,0.000057591493,0.00059987453,0.0000075359535],"about_ca_topic_score_codex":0.0014313693,"about_ca_topic_score_gemma":0.003325826,"teacher_disagreement_score":0.0014313693,"about_ca_system_score_codex":0.0003203392,"about_ca_system_score_gemma":0.00036175453,"threshold_uncertainty_score":0.0028460026},"labels":[],"label_agreement":null},{"id":"W4396709962","doi":"10.11159/icgre24.121","title":"Preliminary Evaluation of the Effects of the Unsaturated Conditions on the Pre-Shearing State of Stress of Quarzitic Tailings","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Shearing (physics); Stress (linguistics); Geotechnical engineering; Environmental science; Materials science; Forensic engineering; Metallurgy; Geology; Engineering","score_opus":0.005790031837710209,"score_gpt":0.19119303520388914,"score_spread":0.18540300336617893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396709962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995732,0.00009455188,0.00013570306,0.0000038022147,0.0000012520844,0.000003608024,0.000035472778,0.000002521068,0.00014981232],"genre_scores_gemma":[0.99956006,0.000082789644,0.0001263126,0.000005463288,0.0000021675696,0.0000025865904,0.000058337624,0.0000014760833,0.0001607796],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980825,0.000040109066,0.000015755002,0.0000312138,0.000060459064,0.000044319106],"domain_scores_gemma":[0.9994968,0.00019336742,0.00010496835,0.00003613225,0.000098924174,0.00006978197],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002718035,0.00023379273,0.00018437783,0.000245453,0.00024296861,0.00027116627,0.00011605638,0.0001912527,0.001208773],"category_scores_gemma":[0.00058910216,0.000114167015,0.00015319457,0.00021623251,0.00036255017,0.00018356566,0.00021350184,0.00021055898,0.00010456641],"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":[0.0007995784,0.00007181893,0.020123519,0.00009461249,0.000014611371,0.00011900511,0.00020265355,0.00042908505,0.9727859,0.000030070556,0.000017098886,0.0053120884],"study_design_scores_gemma":[0.00000915023,0.0029721628,0.18281686,0.000010766358,0.000032364427,0.00013366934,0.00055727066,0.00085325656,0.8118978,0.000046277477,0.0006565445,0.000013876902],"about_ca_topic_score_codex":0.0011315213,"about_ca_topic_score_gemma":0.00369809,"teacher_disagreement_score":0.001208773,"about_ca_system_score_codex":0.00015554065,"about_ca_system_score_gemma":0.00017751343,"threshold_uncertainty_score":0.004043758},"labels":[],"label_agreement":null},{"id":"W4396852633","doi":"10.1007/s10064-024-03735-5","title":"Enhanced method of slices with experimental evidence for predicting static liquefaction on tailings dams","year":2024,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Nature Conservation; Tailings; Liquefaction; Geotechnical engineering; Geology; Environmental science; Mining engineering; Petroleum engineering; Materials science; Biology; Metallurgy; Ecology","score_opus":0.010652543100925085,"score_gpt":0.2266862533577232,"score_spread":0.2160337102567981,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396852633","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22569701,0.0003268087,0.7691213,0.00004839742,0.000052205076,0.00017776804,0.00087641133,0.0012122232,0.0024878897],"genre_scores_gemma":[0.7800593,0.00014361089,0.21827118,0.000016342789,0.000014133447,0.00014364433,0.00055435015,0.00010279629,0.00069465465],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996258,0.00012438108,0.000028983595,0.00011490422,0.00007558527,0.000030394134],"domain_scores_gemma":[0.9978393,0.0011220349,0.00015241078,0.000267438,0.00057630753,0.000042536438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012172033,0.0008696781,0.00062389055,0.0013575766,0.0003951988,0.00074393646,0.0010213124,0.00084326684,0.0019788654],"category_scores_gemma":[0.0045545246,0.00044654348,0.0007891024,0.0008818018,0.00033277873,0.0009339601,0.00067629677,0.000610008,0.0004136401],"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":[0.0014614245,0.0005365452,0.099139534,0.00054137,0.00035788328,0.00064841815,0.00031844413,0.54918504,0.08750266,0.0046876273,0.0013184511,0.25430265],"study_design_scores_gemma":[0.000018811932,0.00010805355,0.006548579,0.00001921114,0.00006214818,0.00007081711,0.00004953482,0.98335314,0.008385234,0.00085673435,0.0005020361,0.000025765075],"about_ca_topic_score_codex":0.010321886,"about_ca_topic_score_gemma":0.008839618,"teacher_disagreement_score":0.010321886,"about_ca_system_score_codex":0.0003485448,"about_ca_system_score_gemma":0.0009917472,"threshold_uncertainty_score":0.020523608},"labels":[],"label_agreement":null},{"id":"W4396917134","doi":"10.31224/3719","title":"Matters arising in relation to “The slip surface mechanism of delayed failure of the Brumadinho tailings dam in 2019” by Fangyuan Zhu, Wangcheng Zhang &amp; Alexander M. Puzrin","year":2024,"lang":"en","type":"preprint","venue":"","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":"WSP (Canada); BGC Engineering (Canada)","funders":"","keywords":"Tailings; Zhàng; Mechanism (biology); Geology; Slip (aerodynamics); Failure mechanism; Materials science; Philosophy; Metallurgy; Physics; Thermodynamics; Law; Political science; Epistemology; Composite material; China","score_opus":0.011461333871345958,"score_gpt":0.20931908026852228,"score_spread":0.19785774639717632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396917134","genre_codex":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11084399,0.1344296,0.028457453,0.43397516,0.048480935,0.00016452212,0.0015446317,0.00031281135,0.24179089],"genre_scores_gemma":[0.69748414,0.044692807,0.0052895383,0.014671819,0.019938052,0.000070075694,0.000768148,0.00018838463,0.21689703],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996358,0.000068925176,0.00002203937,0.00007267144,0.00013737168,0.00006314455],"domain_scores_gemma":[0.99956733,0.00019644847,0.000067219145,0.00003089376,0.00011092101,0.000027201891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006663653,0.00043210844,0.00033095852,0.00088034745,0.002438762,0.001975858,0.0010258069,0.004278966,0.011665474],"category_scores_gemma":[0.0022718224,0.00027924872,0.00051849644,0.0012652201,0.0018792866,0.002325051,0.0014447819,0.002495716,0.0009958755],"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":[0.00036350364,0.00008102346,0.0075136903,0.00090364815,0.00007581126,0.003674029,0.0030395326,0.008230185,0.0071478286,0.5015093,0.3972139,0.07024752],"study_design_scores_gemma":[0.000025877149,0.000056276924,0.013877394,0.00029411534,0.000037276888,0.0008510689,0.0020035484,0.0047081215,0.0065341075,0.17616089,0.79535496,0.00009643289],"about_ca_topic_score_codex":0.016569339,"about_ca_topic_score_gemma":0.011342641,"teacher_disagreement_score":0.016569339,"about_ca_system_score_codex":0.0021095665,"about_ca_system_score_gemma":0.0013796962,"threshold_uncertainty_score":0.03902489},"labels":[],"label_agreement":null},{"id":"W4398235835","doi":"10.3390/buildings14061508","title":"Recycling of Mine Wastes in the Concrete Industry: A Review","year":2024,"lang":"en","type":"review","venue":"Buildings","topic":"Tailings Management and Properties","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Tailings; Cleaner production; Sustainability; Circular economy; Waste management; Construction industry; Municipal solid waste; Raw material; Construction waste; Mining industry; Inert; Production (economics); Sustainable development; Engineering; Business; Civil engineering; Construction engineering; Mining engineering; Materials science","score_opus":0.05295424729319123,"score_gpt":0.30223455829573315,"score_spread":0.24928031100254192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4398235835","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002285265,0.9986004,0.00009487624,0.00010588359,0.00007031701,0.0000064517503,0.000029127208,0.000004850971,0.00085959205],"genre_scores_gemma":[0.0007892934,0.99872154,0.0001386693,0.00005352606,0.000037396658,0.000004058143,0.000023287397,8.986482e-7,0.0002313187],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99964726,0.000055106128,0.00007174059,0.00006841913,0.00012657685,0.00003092527],"domain_scores_gemma":[0.99918693,0.0004394018,0.0001534188,0.000020443535,0.00016370299,0.000036165755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079872616,0.0010249335,0.0013687328,0.004589836,0.00039363786,0.0015242761,0.00084504526,0.0011735271,0.0050708847],"category_scores_gemma":[0.0012182954,0.0004435788,0.0011008909,0.00470995,0.0004174144,0.0015439476,0.00068302214,0.00091159425,0.0012508545],"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":[0.000070305316,0.00015794187,0.0004264402,0.16619098,0.0002975006,0.00031451392,0.00022424359,0.0007589688,0.0026995428,0.0051878397,0.017581705,0.80609],"study_design_scores_gemma":[0.000007686361,0.00014460989,0.0012240335,0.02420943,0.00048021754,0.00089588936,0.00014873958,0.000099974604,0.00092126883,0.0011628711,0.970679,0.000026321331],"about_ca_topic_score_codex":0.0021403204,"about_ca_topic_score_gemma":0.0043099257,"teacher_disagreement_score":0.0050708847,"about_ca_system_score_codex":0.00057247834,"about_ca_system_score_gemma":0.0022659353,"threshold_uncertainty_score":0.01696384},"labels":[],"label_agreement":null},{"id":"W4399295894","doi":"10.1007/s12598-024-02828-0","title":"A state‐of‐the‐art review on delayed expansion of cemented paste backfill materials","year":2024,"lang":"en","type":"review","venue":"Rare Metals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Materials science; Geotechnical engineering; Geology","score_opus":0.039456431209708494,"score_gpt":0.27400085972835847,"score_spread":0.23454442851864998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399295894","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013082796,0.9955916,0.0007634341,0.00013531327,0.000240885,0.00001552719,0.00006488775,0.000024663916,0.0018553883],"genre_scores_gemma":[0.0034666092,0.99437463,0.00083163835,0.00014408786,0.00020989563,0.000017089988,0.0001070238,0.0000063358034,0.00084274483],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99962366,0.00004004533,0.000067913126,0.00008952127,0.00013910145,0.00003980928],"domain_scores_gemma":[0.99928015,0.00035545288,0.0001529195,0.000028072296,0.00014254317,0.000040803134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00067157025,0.0012085981,0.0014742132,0.0038002622,0.00036335827,0.0013781834,0.0009255599,0.0010664724,0.0048863236],"category_scores_gemma":[0.0007745281,0.00065687473,0.0009490358,0.0037402464,0.00040775051,0.0021178962,0.0006782096,0.0009996092,0.0017587007],"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":[0.0001644122,0.00027640944,0.0005547341,0.09811776,0.00023379411,0.00053556875,0.00019274032,0.0011442526,0.03325313,0.003524402,0.017570859,0.84443194],"study_design_scores_gemma":[0.000013203797,0.000414687,0.0016782336,0.0051498334,0.00039224277,0.0013946575,0.00011521704,0.00047438525,0.013055011,0.0008896887,0.9763659,0.00005687774],"about_ca_topic_score_codex":0.00080279814,"about_ca_topic_score_gemma":0.0009300613,"teacher_disagreement_score":0.0048863236,"about_ca_system_score_codex":0.00036268015,"about_ca_system_score_gemma":0.0011661947,"threshold_uncertainty_score":0.016346395},"labels":[],"label_agreement":null},{"id":"W4399460145","doi":"10.1016/j.compgeo.2024.106504","title":"Numerical modeling of adaptive minefill operation: Leverage of multiphysics interactions","year":2024,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Multiphysics; Leverage (statistics); Numerical modeling; Computer science; Adaptive mesh refinement; Finite element method; Physics; Engineering; Computational science; Structural engineering; Artificial intelligence; Geophysics","score_opus":0.01991116369642793,"score_gpt":0.21373776031415048,"score_spread":0.19382659661772256,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399460145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.61698914,0.0010260933,0.32310358,0.002137727,0.00030030712,0.00015019803,0.0002963652,0.0004926218,0.055504117],"genre_scores_gemma":[0.9917292,0.0001894114,0.005650869,0.00007816381,0.000040021925,0.000039923005,0.000030675637,0.000046992278,0.0021946568],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998109,0.000055277593,0.0000104905785,0.00003087496,0.000054189404,0.000038272727],"domain_scores_gemma":[0.99949336,0.00023011121,0.00008719231,0.000052243766,0.00007965524,0.00005739765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032760928,0.0005432677,0.000787356,0.0006269227,0.00079326896,0.0014500411,0.0011889645,0.0018597611,0.0019338157],"category_scores_gemma":[0.0014854338,0.00049800583,0.0006188066,0.00055826706,0.0011946834,0.0013931387,0.00121292,0.00091350067,0.00020093174],"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":[0.000017161765,0.00005641139,0.0008106718,0.00001218189,0.0000098000255,0.00005108422,0.000023824432,0.99382544,0.0012057325,0.002005745,0.00009170262,0.0018902723],"study_design_scores_gemma":[0.0000027393446,0.0000045416446,0.00014980212,0.0000013544765,0.0000012106681,0.0000051629386,0.000007290749,0.99928975,0.00009052166,0.00037146526,0.000073130504,0.0000029820785],"about_ca_topic_score_codex":0.01162457,"about_ca_topic_score_gemma":0.006472333,"teacher_disagreement_score":0.01162457,"about_ca_system_score_codex":0.00067666906,"about_ca_system_score_gemma":0.0011742628,"threshold_uncertainty_score":0.023113847},"labels":[],"label_agreement":null},{"id":"W4399703620","doi":"10.1007/s11356-024-33829-2","title":"Dynamic response and deformation failure microscopic characteristics of cyclic impact–cemented tailing backfill","year":2024,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"National Natural Science Foundation of China","keywords":"Split-Hopkinson pressure bar; Materials science; Composite material; Strain rate; Rock blasting; Scanning electron microscope; Dynamic loading; Geotechnical engineering; Geology","score_opus":0.01183678717230237,"score_gpt":0.27996372828201926,"score_spread":0.2681269411097169,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399703620","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99915814,0.0000234327,0.0004249668,0.0000067430715,0.0000024468645,0.0000020753637,0.00007498885,0.00002264235,0.00028451256],"genre_scores_gemma":[0.9994886,0.000008768166,0.00006175583,0.0000026230748,7.0715544e-7,0.0000013013228,0.000052097934,0.0000024222509,0.00038162037],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998559,0.0000073227325,0.0000073714714,0.000029189343,0.000057477475,0.00004279844],"domain_scores_gemma":[0.9998109,0.00002908949,0.000041990937,0.000024478199,0.00006172857,0.000031862077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014978669,0.00021323636,0.00017882716,0.00042250607,0.00027890044,0.00019897736,0.00029533842,0.00033746057,0.004088538],"category_scores_gemma":[0.0002618768,0.00017190544,0.00025164487,0.0003251784,0.00047429287,0.00028870002,0.00019279247,0.00021969683,0.00021777955],"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":[0.00076528697,0.00008966257,0.019203374,0.00004680843,0.00001623755,0.00035484834,0.0002796287,0.011534547,0.9579989,0.00016928988,0.00022667622,0.009314696],"study_design_scores_gemma":[0.000015933607,0.0009429494,0.36590838,0.0000111927975,0.00003489921,0.00037954104,0.0008886357,0.060018454,0.57036185,0.00015496575,0.0012248965,0.000058339763],"about_ca_topic_score_codex":0.0039437055,"about_ca_topic_score_gemma":0.003812791,"teacher_disagreement_score":0.004088538,"about_ca_system_score_codex":0.000261916,"about_ca_system_score_gemma":0.00014905947,"threshold_uncertainty_score":0.013677537},"labels":[],"label_agreement":null},{"id":"W4399888965","doi":"10.4095/pwu5neguzc","title":"Critical mineral resource potential of tailings from the former Saint Lawrence columbium mine, Oka, Quebec","year":2024,"lang":"en","type":"report","venue":"","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":"Natural Resources Canada","funders":"","keywords":"Tailings; Mineral resource classification; SAINT; Mining engineering; Geology; Mineral; Geochemistry; Environmental science; Metallurgy; History; Materials science","score_opus":0.015526525281094104,"score_gpt":0.23039757863042298,"score_spread":0.21487105334932888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399888965","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8980458,0.0006301119,0.0006670988,0.0010296591,0.000029051966,0.00014998583,0.025112627,0.00014447264,0.07419137],"genre_scores_gemma":[0.9134055,0.0005474153,0.000802485,0.0001244217,0.0000060778834,0.000037233258,0.0078103784,0.000055387307,0.07721104],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99942505,0.000022565717,0.000012964657,0.000043694792,0.0003240095,0.00017169835],"domain_scores_gemma":[0.9982868,0.000099869125,0.000055640536,0.000035242567,0.0013524604,0.00016987874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044032244,0.0003132692,0.0003291072,0.0019577742,0.0037180067,0.002005637,0.0008512537,0.0006336609,0.009000914],"category_scores_gemma":[0.000982364,0.0002842338,0.00032196837,0.0022928633,0.0004308936,0.0007168907,0.0005195928,0.0004632383,0.000888666],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001437521,0.00035640298,0.75497276,0.00056520326,0.00032310662,0.003333229,0.003527145,0.014023191,0.01627458,0.004535927,0.082065165,0.118585646],"study_design_scores_gemma":[0.00004428205,0.00009850408,0.91816795,0.00013310582,0.00008456864,0.00021097578,0.009669879,0.008350814,0.004382245,0.00044972464,0.05833999,0.00006816844],"about_ca_topic_score_codex":0.9923833,"about_ca_topic_score_gemma":0.99855286,"teacher_disagreement_score":0.022311468,"about_ca_system_score_codex":0.022311468,"about_ca_system_score_gemma":0.020933874,"threshold_uncertainty_score":0.16188174},"labels":[],"label_agreement":null},{"id":"W4399916545","doi":"10.1016/j.conbuildmat.2024.137041","title":"Experiment and numerical simulation study of polycarboxylate superplasticizer modified cemented ultrafine tailings filling slurry: Rheology, fluidity, and flow properties in pipeline","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Key Technologies Research and Development Program; National University's Basic Research Foundation of China; China Scholarship Council; University of Ottawa","keywords":"Rheology; Tailings; Slurry; Materials science; Superplasticizer; Flow (mathematics); Geotechnical engineering; Composite material; Metallurgy; Geology; Cement; Mechanics","score_opus":0.020530926538694618,"score_gpt":0.23803679224584254,"score_spread":0.21750586570714792,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399916545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99813074,0.000048663278,0.0011583626,0.000022645963,0.000009069947,0.000007240701,0.00006973798,0.000029696019,0.0005238571],"genre_scores_gemma":[0.998601,0.00004161287,0.0008317722,0.000003906475,0.000001874819,0.0000056235745,0.00005444366,0.0000036469692,0.00045603618],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999095,0.000009780509,0.000007515085,0.000026119691,0.00003174747,0.000015368774],"domain_scores_gemma":[0.9998306,0.000067339206,0.00002843124,0.000021203492,0.000038403938,0.00001394567],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017591978,0.00021418286,0.0003339572,0.00016396877,0.00030248187,0.00022197209,0.00037802008,0.0004843876,0.0011637694],"category_scores_gemma":[0.00028115883,0.00014298529,0.0003420796,0.0002228717,0.0003306085,0.00046233114,0.00017116156,0.00029201136,0.00009131766],"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":[0.0008212219,0.00041779134,0.0065898118,0.00019060697,0.000017419521,0.0004259066,0.00032281596,0.05575244,0.9244169,0.0006678789,0.00030940628,0.010067869],"study_design_scores_gemma":[0.00011297488,0.0021485398,0.020644618,0.000012962711,0.00005978186,0.00013521993,0.00031315154,0.36974418,0.605041,0.00022201966,0.0015027703,0.00006279441],"about_ca_topic_score_codex":0.0020365694,"about_ca_topic_score_gemma":0.0015196254,"teacher_disagreement_score":0.0020365694,"about_ca_system_score_codex":0.00020790451,"about_ca_system_score_gemma":0.00020697094,"threshold_uncertainty_score":0.0040494204},"labels":[],"label_agreement":null},{"id":"W4400235359","doi":"10.11159/iccste24.206","title":"Evaluation of the stress history in a tailings dam raising stages: A study based on Finite Element Method (FEM) methodology","year":2024,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Stress (linguistics); Raising (metalworking); Tailings; Tailings dam; Structural engineering; Computer science; Engineering; Mechanical engineering; Materials science; Metallurgy","score_opus":0.07288712243633315,"score_gpt":0.2940201251927943,"score_spread":0.22113300275646114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400235359","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87936753,0.00022878374,0.11705863,0.000043640415,0.000014958948,0.000052813717,0.00009820226,0.00018275247,0.0029525978],"genre_scores_gemma":[0.98192465,0.0001240205,0.017104076,0.0000061705787,0.0000036509753,0.000025242327,0.00005134062,0.000014205744,0.0007467295],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998491,0.000036928144,0.000010608005,0.000022914777,0.00006400808,0.000016399224],"domain_scores_gemma":[0.9994831,0.00028951847,0.000049708036,0.00003625069,0.00012232427,0.000019013803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004868848,0.00026748102,0.0003080936,0.0007969551,0.00023476106,0.00029789712,0.0003586472,0.00066877116,0.00074272125],"category_scores_gemma":[0.00084858964,0.00022820469,0.00033945515,0.0005243919,0.00031736775,0.00036170759,0.00017264496,0.00020511523,0.0001559883],"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":[0.00031584923,0.0004311726,0.0540301,0.00039996483,0.000054637174,0.0009028543,0.0013390501,0.5590311,0.2142398,0.0034372981,0.0005589375,0.16525917],"study_design_scores_gemma":[0.0000053416616,0.000290404,0.016440185,0.000025094228,0.000019720706,0.00016446882,0.0002492402,0.9646925,0.016916443,0.00030930797,0.00085945195,0.000027759617],"about_ca_topic_score_codex":0.0020256562,"about_ca_topic_score_gemma":0.0024485688,"teacher_disagreement_score":0.0020256562,"about_ca_system_score_codex":0.00019213624,"about_ca_system_score_gemma":0.0002617752,"threshold_uncertainty_score":0.0040277243},"labels":[],"label_agreement":null},{"id":"W4400312851","doi":"10.1016/j.conbuildmat.2024.137253","title":"Flowability, microstructure, early and long-term strength modification of cemented ultrafine tailings backfill using artificial lightweight aggregates","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Tailings; Microstructure; Materials science; Geotechnical engineering; Term (time); Metallurgy; Composite material; Geology","score_opus":0.018423277432986718,"score_gpt":0.23743738605690864,"score_spread":0.21901410862392193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400312851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992341,0.0001376344,0.00036895805,0.0000050589833,0.0000042556976,0.0000022606127,0.00005539696,0.000012177491,0.00018027872],"genre_scores_gemma":[0.99932563,0.000054664648,0.00016025791,0.0000045446195,0.0000016531981,0.0000033247877,0.000048959264,0.000004559501,0.0003964621],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987996,0.0000111933105,0.000009858761,0.000024080102,0.000039722167,0.0000351189],"domain_scores_gemma":[0.99983966,0.00002384704,0.00006190065,0.000013649661,0.00003891469,0.00002211569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029082832,0.00024845338,0.00016831025,0.0002605367,0.00016296281,0.00024007543,0.00013937814,0.00019763244,0.00064345193],"category_scores_gemma":[0.00027422188,0.0001322847,0.00024478952,0.00020337131,0.00026381493,0.00033223888,0.00014333201,0.00028269307,0.00009788093],"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":[0.00022960284,0.000028628665,0.0011283377,0.000029734965,0.0000073343313,0.00004605336,0.00007417351,0.00062306697,0.9954333,0.000085492145,0.000030721836,0.002283496],"study_design_scores_gemma":[0.0000046059554,0.00029280447,0.010037365,0.000004283154,0.000016465594,0.000037984642,0.000066251065,0.0018296457,0.9872323,0.00003479688,0.00043364416,0.000009816512],"about_ca_topic_score_codex":0.0015334812,"about_ca_topic_score_gemma":0.0025102443,"teacher_disagreement_score":0.0015334812,"about_ca_system_score_codex":0.00024523266,"about_ca_system_score_gemma":0.00017846706,"threshold_uncertainty_score":0.0030491352},"labels":[],"label_agreement":null},{"id":"W4401480627","doi":"10.56952/arma-2024-0462","title":"Tight Filling Challenges - Comparing Uncoupled and Coupled Backfilling of Underground Stopes with Cemented Paste Backfill","year":2024,"lang":"en","type":"article","venue":"","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":"Geotechnical engineering; Materials science; Geology","score_opus":0.025277124318309887,"score_gpt":0.1972735452207359,"score_spread":0.171996420902426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401480627","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98489714,0.00013568783,0.011101822,0.00005323157,0.000030139927,0.00008344065,0.0002128796,0.00020388416,0.0032818536],"genre_scores_gemma":[0.99378717,0.00005331776,0.0051350966,0.000015799844,0.000002677961,0.00002947726,0.00009467041,0.000045607834,0.00083612424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993716,0.00008245305,0.00004490263,0.0001370989,0.00025198318,0.0001120017],"domain_scores_gemma":[0.9990038,0.0004623491,0.00010502048,0.00013105657,0.0002389716,0.00005879351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001089689,0.0004585587,0.0007172508,0.00056361116,0.00042866872,0.0018460864,0.0009979075,0.0010196063,0.0021764943],"category_scores_gemma":[0.0020715087,0.00032491656,0.0006927533,0.00038950602,0.00090609724,0.0012529793,0.00082752627,0.00069346797,0.0004144212],"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":[0.002945217,0.0011851037,0.027574262,0.0014971246,0.00016210353,0.000992942,0.0014733438,0.6236759,0.2435491,0.0054420643,0.0018564527,0.08964641],"study_design_scores_gemma":[0.00016224684,0.004563613,0.027800556,0.00011280732,0.00018517883,0.00030463934,0.0022852614,0.800397,0.15337203,0.0024285938,0.008207815,0.00018031769],"about_ca_topic_score_codex":0.004427766,"about_ca_topic_score_gemma":0.007020316,"teacher_disagreement_score":0.004427766,"about_ca_system_score_codex":0.0011474087,"about_ca_system_score_gemma":0.0008221337,"threshold_uncertainty_score":0.008803964},"labels":[],"label_agreement":null},{"id":"W4401687234","doi":"10.2139/ssrn.4930273","title":"Influence of Coagulants and Flocculants Dosing Sequence on the Dewaterability of Oil Sands Mature Fine Tailings by Pressure Filtration","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Tailings; Filtration (mathematics); Flocculation; Oil sands; Sequence (biology); Waste management; Pulp and paper industry; Environmental science; Chemistry; Environmental engineering; Materials science; Engineering; Mathematics; Composite material; Asphalt","score_opus":0.009813239728753243,"score_gpt":0.21824698088447092,"score_spread":0.20843374115571767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401687234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99904305,0.0002984201,0.0002691662,0.000017120843,0.0000116938645,0.00000904293,0.000042448628,0.000011062145,0.00029801147],"genre_scores_gemma":[0.9983752,0.00038047414,0.0004506548,0.000022289634,0.000009663444,0.0000057867232,0.000047848178,0.000007500691,0.0007005099],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981993,0.000029755864,0.000021715405,0.000039974428,0.00004530344,0.000043328353],"domain_scores_gemma":[0.9994986,0.00024527783,0.00009745924,0.000026573329,0.00007776874,0.000054279422],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026062242,0.00029266745,0.00028334284,0.00022148502,0.0002107954,0.00041006363,0.0002096045,0.00029004083,0.0010955632],"category_scores_gemma":[0.0011481789,0.00014775898,0.0002383446,0.00017941452,0.0002132823,0.00031753845,0.00019761358,0.0004381907,0.00015269406],"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":[0.0021944162,0.000174994,0.001408504,0.00012793497,0.00002942858,0.00006866025,0.00011328391,0.0011927246,0.9824386,0.00006184708,0.00006553538,0.012124133],"study_design_scores_gemma":[0.000025038204,0.001366651,0.0057366607,0.000009209757,0.0000466972,0.000025561101,0.000040682116,0.0011672012,0.99114954,0.000023362554,0.0003998063,0.000009605371],"about_ca_topic_score_codex":0.0026884482,"about_ca_topic_score_gemma":0.002858371,"teacher_disagreement_score":0.0026884482,"about_ca_system_score_codex":0.0002798036,"about_ca_system_score_gemma":0.00034148755,"threshold_uncertainty_score":0.0053456426},"labels":[],"label_agreement":null},{"id":"W4401953615","doi":"10.1080/00084433.2024.2395635","title":"Effect of particle size distribution on the dewatering circuit design; case study: iron ore tailing of the Gol-E-Gohar mining and industrial company","year":2024,"lang":"en","type":"article","venue":"Canadian Metallurgical Quarterly","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":false,"ca_institutions":"Iron Ore Company (Canada)","funders":"","keywords":"Dewatering; Iron ore; Particle-size distribution; Tailings; Environmental science; Particle size; Waste management; Mining engineering; Metallurgy; Engineering; Materials science; Chemical engineering; Geotechnical engineering","score_opus":0.029595060386696563,"score_gpt":0.21311516923284687,"score_spread":0.1835201088461503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401953615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980142,0.000053941196,0.0013597794,0.00001748399,0.0000029390524,0.00003467844,0.000047628637,0.000020957248,0.00044831424],"genre_scores_gemma":[0.99740964,0.00005573259,0.0019733137,0.0000048394745,0.0000019631495,0.000012039496,0.000047592024,0.0000069383645,0.00048779868],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99928385,0.00016103436,0.000045736404,0.0001534934,0.00021639722,0.00013943596],"domain_scores_gemma":[0.9970291,0.0020169774,0.00032967367,0.00011372775,0.00037534366,0.00013519976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009402207,0.0006708794,0.0005903738,0.0007261626,0.0009173493,0.0008784508,0.00084609963,0.0010681612,0.0009614661],"category_scores_gemma":[0.002002808,0.00035795872,0.0005781595,0.00065217447,0.000520302,0.00078182225,0.00041290614,0.0003890666,0.00014352443],"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":[0.0039255884,0.005597739,0.18776932,0.0009356786,0.00031836907,0.010308553,0.0009388615,0.34919158,0.33075637,0.0009473384,0.0013897847,0.107920915],"study_design_scores_gemma":[0.000472441,0.0098145595,0.18337117,0.00004097886,0.00059297966,0.0018502125,0.0033296007,0.4004689,0.39639878,0.00056176307,0.0028607883,0.00023784138],"about_ca_topic_score_codex":0.011352243,"about_ca_topic_score_gemma":0.017629461,"teacher_disagreement_score":0.011352243,"about_ca_system_score_codex":0.0012873576,"about_ca_system_score_gemma":0.00048107273,"threshold_uncertainty_score":0.022572339},"labels":[],"label_agreement":null},{"id":"W4402101350","doi":"10.1016/j.jobe.2024.110630","title":"Mechanical characteristics and constitutive model of cemented tailings backfill under temperature-time effects","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Science Foundation of Shaanxi Province; National Natural Science Foundation of China","keywords":"Curing (chemistry); Tailings; Constitutive equation; Materials science; Compressive strength; Composite material; Geotechnical engineering; Geology; Structural engineering; Engineering; Metallurgy; Finite element method","score_opus":0.0065748175584008205,"score_gpt":0.1916584690241982,"score_spread":0.1850836514657974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402101350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9222304,0.00068222854,0.06404573,0.00022930492,0.000047195896,0.00004512346,0.00042011926,0.0002465179,0.012053481],"genre_scores_gemma":[0.99639577,0.00010080715,0.00080279657,0.000011931362,0.000004870782,0.0000143582865,0.000076537115,0.000015246072,0.0025777754],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980575,0.000032884393,0.000010073256,0.000041621057,0.00007046119,0.000039188137],"domain_scores_gemma":[0.99980897,0.000052289375,0.00005128935,0.000027631404,0.000048951377,0.000010883951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003057273,0.00039944702,0.00044830044,0.00048222303,0.00031647916,0.0005888672,0.0008751128,0.0013225331,0.0012730955],"category_scores_gemma":[0.00046790883,0.0002671222,0.0006395119,0.0005120941,0.0008375599,0.00063946284,0.00022849382,0.00028841718,0.00022212157],"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":[0.00013142705,0.00010138351,0.0030648035,0.0000795389,0.000028731602,0.0005227613,0.00010940041,0.91439044,0.07211762,0.0036922588,0.00026775856,0.005493808],"study_design_scores_gemma":[0.000007870012,0.000051458646,0.003003058,0.0000061470014,0.000014725864,0.000084568404,0.000059579892,0.98745745,0.008412961,0.00046474228,0.00042192484,0.000015490876],"about_ca_topic_score_codex":0.005906946,"about_ca_topic_score_gemma":0.003984336,"teacher_disagreement_score":0.005906946,"about_ca_system_score_codex":0.00044554428,"about_ca_system_score_gemma":0.0005442529,"threshold_uncertainty_score":0.011745095},"labels":[],"label_agreement":null},{"id":"W4402229785","doi":"10.1080/1064119x.2024.2392276","title":"Testing and prediction of mechanical characteristics of sensitive marine clays stabilized by deep mixing method","year":2024,"lang":"en","type":"article","venue":"Marine Georesources and Geotechnology","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":"University of Ottawa","funders":"China Scholarship Council","keywords":"Mixing (physics); Geotechnical engineering; Geology; Environmental science; Materials science; Petroleum engineering; Physics","score_opus":0.007289008839850316,"score_gpt":0.19143271529290715,"score_spread":0.18414370645305683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402229785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9789862,0.00014216315,0.020074544,0.00001735625,0.000007574073,0.000021951513,0.00015881435,0.0001383598,0.0004529307],"genre_scores_gemma":[0.9946596,0.00006603208,0.004859446,0.000004186482,0.0000011061244,0.000011889532,0.00007905756,0.00000935669,0.0003093219],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973756,0.000022409162,0.000017820366,0.000053219093,0.00014671788,0.00002225569],"domain_scores_gemma":[0.9995117,0.00014226476,0.00014338343,0.000060660564,0.000112004695,0.000030003623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045182998,0.00049422507,0.00023964804,0.0005360927,0.000120421835,0.0002230592,0.00039486442,0.00045912253,0.0005644673],"category_scores_gemma":[0.00080126314,0.00022146263,0.0003199952,0.00029117955,0.00020288286,0.00031393504,0.00029273191,0.00030524677,0.00019703317],"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":[0.0002571973,0.0001412503,0.023216015,0.00017669663,0.000022923154,0.00017987074,0.000112253845,0.043269385,0.9011014,0.00016866092,0.000113477465,0.031240966],"study_design_scores_gemma":[0.000017522883,0.0011294844,0.038397197,0.000018387569,0.00004425447,0.00013588673,0.0001287173,0.33445328,0.6246658,0.00018501807,0.0007883015,0.00003618033],"about_ca_topic_score_codex":0.0011719201,"about_ca_topic_score_gemma":0.0025496727,"teacher_disagreement_score":0.0011719201,"about_ca_system_score_codex":0.0002073482,"about_ca_system_score_gemma":0.00018225171,"threshold_uncertainty_score":0.0023895502},"labels":[],"label_agreement":null},{"id":"W4402281877","doi":"10.1016/j.jrmge.2024.09.003","title":"Modeling pore-pressure evolution in hydrating minefill subjected to coupled thermo-mechanical loading","year":2024,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","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":false,"ca_institutions":"McGill University","funders":"State Key Laboratory of Geohazard Prevention and Geoenvironment Protection; Chengdu University of Technology; National Natural Science Foundation of China; Natural Science Foundation of Xinjiang Province","keywords":"Materials science; Composite material; Pore water pressure; Geotechnical engineering; Geology","score_opus":0.006852426760393946,"score_gpt":0.19059855760244898,"score_spread":0.18374613084205504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402281877","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9785855,0.00011174451,0.017962068,0.00013866728,0.000018369195,0.0000319349,0.00017657608,0.00008498189,0.0028901817],"genre_scores_gemma":[0.99789596,0.000059801183,0.0012626717,0.0000135059645,0.0000034514699,0.000024929532,0.000041754523,0.00001057703,0.00068736315],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999118,0.000015965907,0.000005541902,0.0000224977,0.000017694081,0.000026620084],"domain_scores_gemma":[0.9997893,0.00010234847,0.000040101608,0.000020778567,0.000020970132,0.000026618372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002109064,0.00036194047,0.00040082942,0.00026499145,0.00029255362,0.00063516764,0.0006723676,0.0013437406,0.0006754893],"category_scores_gemma":[0.0006253091,0.00030597896,0.0004823182,0.00020166357,0.0008973193,0.00053016754,0.00065764395,0.00043457645,0.00008317221],"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":[0.00006329956,0.000051843203,0.002722892,0.000029369983,0.000014313978,0.00020644952,0.000048456404,0.983877,0.010827838,0.0009409022,0.000059209844,0.0011585369],"study_design_scores_gemma":[0.000004480048,0.00001314328,0.00058566575,0.0000012761332,0.0000023522323,0.000008508792,0.000013837395,0.998547,0.0006488182,0.00013593893,0.000035083023,0.0000038004312],"about_ca_topic_score_codex":0.00877859,"about_ca_topic_score_gemma":0.003901323,"teacher_disagreement_score":0.00877859,"about_ca_system_score_codex":0.00035827488,"about_ca_system_score_gemma":0.0005812473,"threshold_uncertainty_score":0.017454982},"labels":[],"label_agreement":null},{"id":"W4402334117","doi":"10.1016/j.jobe.2024.110648","title":"The significance of mixing time in the development of the engineering properties of cemented fiber-reinforced tailings materials","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"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 Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Crown Property Bureau","keywords":"Tailings; Mixing (physics); Fiber; Materials science; Composite material; Geotechnical engineering; Engineering; Metallurgy; Physics","score_opus":0.010368658838068215,"score_gpt":0.18648443432610734,"score_spread":0.17611577548803914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402334117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951095,0.0018603673,0.0020845837,0.00003692918,0.0000148091585,0.000020098145,0.00006768869,0.00002691148,0.00077917945],"genre_scores_gemma":[0.9976616,0.0005058875,0.0014273038,0.000014184638,0.000005966778,0.000013156269,0.000039752103,0.000011073027,0.000321102],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997191,0.000054689768,0.00003235858,0.00005868738,0.00009624532,0.000038850743],"domain_scores_gemma":[0.9994723,0.0001532203,0.00021614863,0.000030231986,0.00007554259,0.000052563206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041705268,0.00043482007,0.00016066435,0.0003250278,0.00013712131,0.0003181172,0.00015271765,0.00027951325,0.0006383604],"category_scores_gemma":[0.00087153795,0.00020330114,0.00023997636,0.0002464903,0.000243702,0.00065079075,0.00022037825,0.00042305194,0.00014806108],"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":[0.00011465854,0.000026031435,0.0009298278,0.00004893324,0.000005543464,0.000033038068,0.000034763056,0.00027274375,0.9950068,0.000053021082,0.000010559168,0.0034639998],"study_design_scores_gemma":[0.0000036858628,0.00038560198,0.0101288,0.0000075281864,0.000015436246,0.00004649617,0.00003345154,0.00092120137,0.9878197,0.00003266099,0.00059490476,0.000010664565],"about_ca_topic_score_codex":0.00036257642,"about_ca_topic_score_gemma":0.0006017582,"teacher_disagreement_score":0.0006383604,"about_ca_system_score_codex":0.00019945508,"about_ca_system_score_gemma":0.0002115767,"threshold_uncertainty_score":0.0022056103},"labels":[],"label_agreement":null},{"id":"W4402622389","doi":"10.29150/jhrs.v13i7.261399","title":"Tailing dams’ accidents and compliance failures: A study in Brazil and Canada","year":2024,"lang":"en","type":"article","venue":"Journal of Hyperspectral Remote Sensing","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":"Compliance (psychology); Forensic engineering; Environmental science; Psychology; Engineering; Social psychology","score_opus":0.01751758453850417,"score_gpt":0.2557033476543702,"score_spread":0.23818576311586603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402622389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97794944,0.0037745812,0.00012835766,0.0016696183,0.00001607271,0.000103057646,0.0051116366,0.000018009834,0.011229253],"genre_scores_gemma":[0.9898751,0.0056564016,0.00029275593,0.00026491334,0.000011563504,0.00004250802,0.0018447173,0.00001592674,0.001996124],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9977704,0.00012797677,0.00023111295,0.00027954404,0.0010139173,0.00057704095],"domain_scores_gemma":[0.99009514,0.0023510694,0.0019340495,0.00019666666,0.0044258554,0.0009972462],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017153012,0.00021830075,0.0006283823,0.015510256,0.0032853838,0.0032590337,0.0005990546,0.00046275507,0.002520157],"category_scores_gemma":[0.0091425115,0.00026665503,0.00054825627,0.039709236,0.0013665018,0.0013226754,0.0013681417,0.00048733238,0.00023732416],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011696759,0.000119862845,0.87203676,0.0018640243,0.00015264837,0.00242012,0.06806481,0.0001162451,0.0009862664,0.0034257332,0.0041403193,0.046556305],"study_design_scores_gemma":[0.0000069881326,0.000032215718,0.8877555,0.0007596843,0.00013145687,0.0006268316,0.09347896,0.0002595437,0.00028058467,0.00016855489,0.016457597,0.000041996067],"about_ca_topic_score_codex":0.9632938,"about_ca_topic_score_gemma":0.9819157,"teacher_disagreement_score":0.03670621,"about_ca_system_score_codex":0.020291978,"about_ca_system_score_gemma":0.05220594,"threshold_uncertainty_score":0.14722931},"labels":[],"label_agreement":null},{"id":"W4402735132","doi":"10.1016/j.cemconcomp.2024.105772","title":"Multiphysical testing of strength development of cemented paste backfill containing superplasticizer","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"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":"Superplasticizer; Materials science; Geotechnical engineering; Composite material; Compressive strength; Geology","score_opus":0.01987440334730912,"score_gpt":0.2070617342528664,"score_spread":0.18718733090555728,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402735132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99267286,0.00029298538,0.006450045,0.000010337998,0.000008774507,0.00003357667,0.00006501346,0.000027132519,0.0004392981],"genre_scores_gemma":[0.99135256,0.00021574304,0.007266473,0.000015102622,0.0000036984598,0.000045530007,0.00008406432,0.000018443478,0.0009984158],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993937,0.000100228746,0.000041405438,0.0001001995,0.00032090454,0.000043393935],"domain_scores_gemma":[0.9990569,0.0002651862,0.00027798646,0.00008915095,0.00022725709,0.00008352894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006077045,0.00040665994,0.00025294695,0.00033977846,0.00013242719,0.00015446423,0.00021693402,0.00028270847,0.0011911137],"category_scores_gemma":[0.00072763977,0.0002228428,0.00031291132,0.00027021806,0.00024276509,0.00027199922,0.00025569907,0.00040671558,0.00017582033],"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":[0.00004568069,0.000022312512,0.00043448625,0.000020123103,0.0000044839903,0.000013458817,0.000024853005,0.00008544146,0.99831307,0.000011049804,0.00000349081,0.0010215249],"study_design_scores_gemma":[0.0000035425246,0.0006560131,0.0077534486,0.0000035097175,0.000012643403,0.000044032662,0.000030462626,0.0007773554,0.9905027,0.000011922319,0.00019900457,0.0000053644344],"about_ca_topic_score_codex":0.00025660318,"about_ca_topic_score_gemma":0.0006816351,"teacher_disagreement_score":0.0011911137,"about_ca_system_score_codex":0.00017192133,"about_ca_system_score_gemma":0.0001873326,"threshold_uncertainty_score":0.00398463},"labels":[],"label_agreement":null},{"id":"W4403054082","doi":"10.1139/cgj-2023-0678","title":"Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Hong Kong Polytechnic University; Impact Fund","keywords":"Geotechnical engineering; Slurry; Materials science; Clay soil; Geology; Environmental science; Composite material; Soil water; Soil science","score_opus":0.016056714102620197,"score_gpt":0.2427559348768187,"score_spread":0.22669922077419852,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403054082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982145,0.00040329908,0.0010199259,0.00000954806,0.000012504749,0.000008548914,0.000031931755,0.000026091133,0.00027367627],"genre_scores_gemma":[0.9973334,0.00030673333,0.0019803306,0.000011629639,0.0000037725351,0.000007869067,0.000030511454,0.000007415188,0.00031837722],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998554,0.00001800791,0.000016910573,0.00004029422,0.00004078872,0.000028577078],"domain_scores_gemma":[0.9998185,0.00005752424,0.0000535733,0.000017464141,0.00003292306,0.00002013585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001543859,0.00027127148,0.00026962385,0.00017939451,0.00011700389,0.00025802242,0.00019884536,0.00020957594,0.00065501675],"category_scores_gemma":[0.00039155417,0.00017663362,0.00017016113,0.00020427481,0.00013722242,0.00027661378,0.0001991645,0.00029469826,0.0001063325],"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":[0.0003978715,0.000079775586,0.0016044823,0.00020419978,0.00001323888,0.00007480677,0.00007865391,0.00093302026,0.98376125,0.0000324025,0.000055560824,0.012764629],"study_design_scores_gemma":[0.000017353386,0.0010504138,0.008182722,0.000010461096,0.000028753902,0.000056928006,0.000117441465,0.0025240893,0.9872311,0.0000132050845,0.00075421063,0.000013442155],"about_ca_topic_score_codex":0.00076510414,"about_ca_topic_score_gemma":0.002250032,"teacher_disagreement_score":0.00076510414,"about_ca_system_score_codex":0.00012334294,"about_ca_system_score_gemma":0.00010665147,"threshold_uncertainty_score":0.0021913052},"labels":[],"label_agreement":null},{"id":"W4403144195","doi":"10.1016/j.cemconcomp.2024.105787","title":"Hybrid extreme gradient boosting regressor models for the multi-objective mixture design optimization of cementitious mixtures incorporating mine tailings as fine aggregates","year":2024,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":16,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Cementitious; Boosting (machine learning); Environmental science; Geotechnical engineering; Computer science; Materials science; Geology; Composite material; Artificial intelligence; Metallurgy; Cement","score_opus":0.02942876804849069,"score_gpt":0.21695336621564235,"score_spread":0.18752459816715167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403144195","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06776578,0.0005473329,0.9286249,0.00012804454,0.000039389277,0.000092723,0.00012130717,0.00032422296,0.0023563318],"genre_scores_gemma":[0.7394659,0.00041785534,0.25559708,0.00013385934,0.000027664644,0.00036662546,0.0003020564,0.00006777996,0.0036212045],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993825,0.00031085554,0.000029156832,0.00009178057,0.0001297314,0.00005592522],"domain_scores_gemma":[0.99913764,0.0005163482,0.000112584006,0.000040541414,0.00016500033,0.000027874255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0028209866,0.0011370638,0.0012572567,0.00087246066,0.00028625384,0.0008236658,0.000988904,0.0011542598,0.0014755974],"category_scores_gemma":[0.0021896982,0.00054884347,0.0013579677,0.00065033627,0.0003788977,0.0005353017,0.0006240856,0.0012233387,0.0003806509],"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":[0.000031388652,0.000045656845,0.0004416598,0.000036671336,0.000023944856,0.000012786151,0.000010644767,0.98654085,0.001121117,0.0010666122,0.00010568362,0.010563022],"study_design_scores_gemma":[0.0000026842176,0.000025706919,0.000079741236,0.0000031745878,0.000005079818,0.000002188293,0.0000015503299,0.9991297,0.0003318536,0.00026026258,0.00015566322,0.0000024375302],"about_ca_topic_score_codex":0.003536879,"about_ca_topic_score_gemma":0.004999046,"teacher_disagreement_score":0.003536879,"about_ca_system_score_codex":0.00053554313,"about_ca_system_score_gemma":0.0009100114,"threshold_uncertainty_score":0.014918983},"labels":[],"label_agreement":null},{"id":"W4403564121","doi":"10.1016/j.conbuildmat.2024.138788","title":"Sulphate influence on strength development of cemented paste backfill with superplasticizer under field-like curing conditions","year":2024,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":13,"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","keywords":"Superplasticizer; Curing (chemistry); Materials science; Composite material; Compressive strength","score_opus":0.008236873281153221,"score_gpt":0.2118319496429396,"score_spread":0.2035950763617864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403564121","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983205,0.0004903662,0.0005636544,0.000015394362,0.000007769319,0.0000106874095,0.00009841418,0.000019123654,0.0004740909],"genre_scores_gemma":[0.9979438,0.00032232638,0.00090544566,0.000023600156,0.000004995836,0.000014109806,0.00009739138,0.000017946453,0.0006703782],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968815,0.000046212383,0.000021069056,0.000053750744,0.00014618368,0.000044640685],"domain_scores_gemma":[0.99968815,0.000065753615,0.00010512771,0.00001885019,0.0000875619,0.00003461999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036099125,0.00038677236,0.0002995178,0.000306698,0.00015674617,0.00027437435,0.00021650792,0.00029517795,0.0015846556],"category_scores_gemma":[0.00048938225,0.00019493094,0.00030746273,0.00022410802,0.00024897367,0.0003916447,0.00025444783,0.0004618697,0.00026573957],"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":[0.00013782851,0.000019541287,0.0006778718,0.00007379512,0.000008170614,0.000052942025,0.000037085607,0.00021488193,0.9969438,0.00002120493,0.000020151676,0.0017927759],"study_design_scores_gemma":[0.000005906908,0.00059293176,0.009719217,0.000007849876,0.000019960717,0.00007381829,0.000079737176,0.0009020292,0.9876917,0.000020287956,0.00087592413,0.0000105735235],"about_ca_topic_score_codex":0.00079759024,"about_ca_topic_score_gemma":0.0023002625,"teacher_disagreement_score":0.0015846556,"about_ca_system_score_codex":0.00021104458,"about_ca_system_score_gemma":0.00019613345,"threshold_uncertainty_score":0.0053011775},"labels":[],"label_agreement":null},{"id":"W4403632604","doi":"10.1016/j.jenvman.2024.123022","title":"Geomechanical aspects of stabilizing arsenic trioxide roaster waste in cemented paste backfill at the Giant Mine, Canada","year":2024,"lang":"en","type":"article","venue":"Journal of Environmental Management","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":true,"ca_institutions":"University of Alberta; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Arsenic; Waste management; Environmental science; Arsenic trioxide; Mining engineering; Environmental engineering; Geology; Engineering; Metallurgy; Materials science","score_opus":0.005849176462413549,"score_gpt":0.161641310319,"score_spread":0.15579213385658647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403632604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992785,0.0000804606,0.00024230957,0.000013287393,0.000001076106,0.000014837203,0.000056993274,0.000007758047,0.00030475727],"genre_scores_gemma":[0.99805176,0.00017108217,0.001028654,0.000012997589,7.831622e-7,0.000009641199,0.00007249715,0.0000076235942,0.00064497365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996112,0.000028675353,0.00001917069,0.000044274253,0.0002155845,0.0000810728],"domain_scores_gemma":[0.9998468,0.000014890277,0.000029722914,0.0000062761083,0.00008016765,0.000022138385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032322656,0.0003085786,0.00043952354,0.0004586007,0.000755122,0.00070222997,0.00045645292,0.00035152136,0.0004501982],"category_scores_gemma":[0.00029748215,0.0002033428,0.0002811205,0.00041107403,0.00048719675,0.00019120637,0.00029353314,0.0002820857,0.00014704386],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019465413,0.000068177644,0.011311413,0.000112464586,0.000020775307,0.00019207616,0.00021804284,0.0012870865,0.9795792,0.00005368766,0.000050695096,0.0069117355],"study_design_scores_gemma":[0.0000112689695,0.0005934044,0.06162311,0.000018330336,0.000049979644,0.00013752801,0.0010766112,0.0023923905,0.9327034,0.000031570653,0.0013421982,0.000020319401],"about_ca_topic_score_codex":0.20180085,"about_ca_topic_score_gemma":0.45622435,"teacher_disagreement_score":0.7981992,"about_ca_system_score_codex":0.002279697,"about_ca_system_score_gemma":0.0025929506,"threshold_uncertainty_score":0.4012525},"labels":[],"label_agreement":null},{"id":"W4403866685","doi":"10.1680/jgeen.24.00319","title":"Stability analysis of tailings dams using limit equilibrium and finite element methods","year":2024,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Geotechnical Engineering","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":"Agnico Eagle (Canada); WSP (Canada)","funders":"","keywords":"Tailings; Finite element method; Limit (mathematics); Stability (learning theory); Tailings dam; Environmental science; Mathematics; Geology; Engineering; Structural engineering; Materials science; Computer science; Mathematical analysis; Metallurgy","score_opus":0.02201876246501669,"score_gpt":0.25475734383656906,"score_spread":0.23273858137155237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403866685","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2708228,0.00021995902,0.7193376,0.00008534811,0.000017365717,0.00012264977,0.00017730473,0.00048783477,0.008729055],"genre_scores_gemma":[0.8749743,0.00015720334,0.12187533,0.000019741017,0.000008243261,0.00020557649,0.00017382595,0.00008015335,0.0025056598],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995721,0.00013005668,0.000028948281,0.00004628407,0.000187899,0.00003467578],"domain_scores_gemma":[0.99906546,0.00057602103,0.00008179742,0.000051220137,0.00020571635,0.000019759707],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091794564,0.0005652738,0.0005248975,0.0014541515,0.00042151302,0.00068689545,0.0008225909,0.0008180696,0.0022553178],"category_scores_gemma":[0.0022030284,0.00040007313,0.0006370185,0.0004812704,0.0005397262,0.0006218677,0.00078694196,0.00038522686,0.00033984825],"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":[0.00007620776,0.000052765376,0.0035086323,0.00012310757,0.000027908343,0.000101349186,0.00018949008,0.9429863,0.01318847,0.0035376975,0.00014453406,0.03606351],"study_design_scores_gemma":[0.0000026873802,0.000019135774,0.00033017443,0.000007848289,0.0000023729056,0.000011052873,0.000026975113,0.99754614,0.001366008,0.0004260458,0.0002567025,0.000004781731],"about_ca_topic_score_codex":0.0062055048,"about_ca_topic_score_gemma":0.006487418,"teacher_disagreement_score":0.0062055048,"about_ca_system_score_codex":0.0005071633,"about_ca_system_score_gemma":0.0007593359,"threshold_uncertainty_score":0.0123387575},"labels":[],"label_agreement":null},{"id":"W4404106002","doi":"10.1080/19236026.2024.2398194","title":"Climate resiliency of a tailings management facility: case study of Mont-Wright mine","year":2024,"lang":"en","type":"article","venue":"CIM Journal","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":"McGill University","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Tailings; Wright; Environmental science; Engineering; Mining engineering; Metallurgy; Materials science","score_opus":0.01471116609337836,"score_gpt":0.22847508063905828,"score_spread":0.21376391454567992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404106002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948602,0.0000671656,0.0006515923,0.000300906,0.000006884871,0.000055384706,0.00035881368,0.0000411501,0.003657888],"genre_scores_gemma":[0.99750465,0.00007586255,0.00066533,0.0000430077,0.000003584407,0.000013209866,0.00015009572,0.0000065041295,0.001537829],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99967945,0.00005823686,0.0000073319425,0.000037659185,0.00006499679,0.00015237895],"domain_scores_gemma":[0.99942136,0.00013917308,0.00005670701,0.00003262537,0.00016337376,0.00018677273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039059494,0.00037612443,0.00015480985,0.000417313,0.0018734185,0.0008016068,0.0010548286,0.0010132187,0.0016371476],"category_scores_gemma":[0.00095440744,0.00015145296,0.00032062182,0.000717325,0.00066014036,0.0004922654,0.00054471794,0.00048651177,0.00010972057],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080854015,0.0011480198,0.4892364,0.000272878,0.00020053312,0.022330387,0.0038828102,0.40517473,0.0113097085,0.0055663,0.010257213,0.04981248],"study_design_scores_gemma":[0.00019700854,0.0014221655,0.5029857,0.00016280546,0.000138818,0.0020331605,0.032994907,0.42095223,0.006511933,0.0014675736,0.030896246,0.00023750286],"about_ca_topic_score_codex":0.88404906,"about_ca_topic_score_gemma":0.9312236,"teacher_disagreement_score":0.88404906,"about_ca_system_score_codex":0.012444102,"about_ca_system_score_gemma":0.005677911,"threshold_uncertainty_score":0.23326755},"labels":[],"label_agreement":null},{"id":"W4404135754","doi":"10.2139/ssrn.5013365","title":"Mechanistic Analysis of Hydrogen Mineral Phase-Transformed Iron Ore Tailings in Cementitious Materials: A Study on Hydration Kinetics, Mechanical Properties, and Microstructural Characteristics","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Tailings; Cementitious; Mineral; Metallurgy; Materials science; Phase (matter); Kinetics; Iron ore; Chemistry; Cement","score_opus":0.013816564560287315,"score_gpt":0.23162592743730956,"score_spread":0.21780936287702224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404135754","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99628556,0.0002876627,0.0021253903,0.000033135937,0.000005971205,0.000026422256,0.00016610562,0.000019209405,0.001050604],"genre_scores_gemma":[0.998771,0.00013132927,0.0004031414,0.000008461415,0.000001660528,0.0000058037604,0.00007728318,0.0000036601903,0.00059752475],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999404,0.0000058427063,0.000002217599,0.00001630758,0.000021950045,0.0000132843315],"domain_scores_gemma":[0.99993706,0.000022856575,0.000013297469,0.000007382053,0.000014391313,0.0000049159553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001739784,0.00021526402,0.00019646942,0.00019500659,0.00018936896,0.0001680649,0.00032117986,0.0002961592,0.0015404277],"category_scores_gemma":[0.00019042639,0.00011904265,0.00022123489,0.00016879755,0.00029509072,0.00049219927,0.00014768052,0.00037995915,0.00012462128],"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":[0.00032379528,0.000100998695,0.0022059977,0.00017238459,0.0000159769,0.00018016507,0.00012702384,0.0023523283,0.9877055,0.0007764952,0.00011548073,0.0059238253],"study_design_scores_gemma":[0.000013785846,0.00031573593,0.016148299,0.0000074033005,0.000022038357,0.00012279507,0.00020661946,0.01821706,0.9630267,0.00058985327,0.0013187488,0.000010956373],"about_ca_topic_score_codex":0.0012936821,"about_ca_topic_score_gemma":0.0024125872,"teacher_disagreement_score":0.0015404277,"about_ca_system_score_codex":0.00024183269,"about_ca_system_score_gemma":0.00016671652,"threshold_uncertainty_score":0.005153239},"labels":[],"label_agreement":null},{"id":"W4404258946","doi":"10.1016/j.ijdrr.2024.104973","title":"Tailings storage facilities in China: Historical failure incidents, existing status, and database-driven quantitative risk assessment","year":2024,"lang":"en","type":"article","venue":"International Journal of Disaster Risk Reduction","topic":"Tailings Management and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Klohn Crippen Berger (Canada)","funders":"National Natural Science Foundation of China","keywords":"China; Tailings; Risk assessment; Database; Forensic engineering; Risk analysis (engineering); Engineering; Business; Environmental science; Computer science; Computer security; Geography","score_opus":0.018351410807770648,"score_gpt":0.2763644269011877,"score_spread":0.25801301609341704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404258946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977124,0.00007600711,0.0005690775,0.00007332153,0.0000033113263,0.000013168275,0.0008598643,0.00003344605,0.0006595327],"genre_scores_gemma":[0.99887747,0.0000542682,0.00018071415,0.0000086673,0.0000018755168,0.000005989258,0.00046440857,0.0000021753262,0.00040433876],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992693,0.00006441241,0.00008126883,0.00012429287,0.00030537156,0.00015537381],"domain_scores_gemma":[0.9979285,0.00032894925,0.00067676866,0.0001398401,0.00068468286,0.0002412794],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00087578397,0.00045881956,0.00028268283,0.0033968268,0.00056758476,0.0010806837,0.0010049643,0.0005980859,0.0012148977],"category_scores_gemma":[0.0013839363,0.00030740877,0.00041721016,0.0038623451,0.00053533004,0.0013552584,0.0008212853,0.00028508218,0.00019438674],"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":[0.00009253272,0.00007700331,0.9670159,0.00007549694,0.00006040417,0.00050872104,0.00071169063,0.012289173,0.0011663429,0.00060103013,0.00089426024,0.016507514],"study_design_scores_gemma":[0.0000061998967,0.00011083972,0.938902,0.000028549131,0.00006393144,0.0001380736,0.0028054714,0.05559051,0.00076033646,0.00044083718,0.0011132905,0.000039929935],"about_ca_topic_score_codex":0.12025561,"about_ca_topic_score_gemma":0.15148084,"teacher_disagreement_score":0.12025561,"about_ca_system_score_codex":0.0026826207,"about_ca_system_score_gemma":0.0023401547,"threshold_uncertainty_score":0.2391113},"labels":[],"label_agreement":null},{"id":"W4404414646","doi":"10.1016/j.jenvman.2024.123335","title":"Low- and zero-cement frozen backfill within permafrost mining conditions: A review","year":2024,"lang":"en","type":"review","venue":"Journal of Environmental Management","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":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Permafrost; Geotechnical engineering; Cement; Zero (linguistics); Geology; Environmental science; Mining engineering; Forensic engineering; Engineering; Materials science; Composite material","score_opus":0.017394879579988743,"score_gpt":0.2414512289741302,"score_spread":0.22405634939414146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404414646","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010494689,0.99628794,0.00055338634,0.00013854621,0.00014383449,0.0000143872285,0.00007154821,0.000014219124,0.0017267391],"genre_scores_gemma":[0.004016392,0.99437016,0.0006219497,0.00010664869,0.00007933897,0.0000139561225,0.00007073486,0.0000051486254,0.00071561325],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99956244,0.000054276472,0.000078333476,0.00008740215,0.00017635895,0.00004125783],"domain_scores_gemma":[0.9994628,0.000277146,0.00012007215,0.000014521243,0.00010247579,0.000022997569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062226754,0.00094170345,0.0014181465,0.0027677997,0.00040047133,0.0016104163,0.00088885956,0.0010940171,0.0038344718],"category_scores_gemma":[0.0008719831,0.00043337155,0.001058747,0.0025030428,0.00043864604,0.0018770358,0.00062900846,0.0008962529,0.0010986594],"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":[0.00011561263,0.00016299052,0.0007428328,0.16005358,0.00030278688,0.0006826472,0.00029897003,0.0018571467,0.015950156,0.006877695,0.0149858715,0.7979697],"study_design_scores_gemma":[0.000009140686,0.0002834633,0.0014701029,0.0109636,0.0004635328,0.0014177659,0.00023231888,0.0003762873,0.0077802497,0.0015876803,0.9753685,0.000047254965],"about_ca_topic_score_codex":0.0011621973,"about_ca_topic_score_gemma":0.001997839,"teacher_disagreement_score":0.0038344718,"about_ca_system_score_codex":0.00046672366,"about_ca_system_score_gemma":0.0015317765,"threshold_uncertainty_score":0.012827635},"labels":[],"label_agreement":null},{"id":"W4404461604","doi":"10.36487/acg_repo/2415_61","title":"Design constraints of a closure design basis and cover options assessment for a gold mine tailings facility in the Canadian Shield","year":2024,"lang":"en","type":"article","venue":"Mine closure","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":"Closure (psychology); Shield; Cover (algebra); Tailings; Mining engineering; Engineering; Computer science; Geology; Environmental science; Mechanical engineering; Political science","score_opus":0.03600866576731318,"score_gpt":0.24541701610856073,"score_spread":0.20940835034124755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404461604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75300694,0.0004036565,0.13753448,0.0013938607,0.00006604756,0.0056833187,0.001253656,0.00047137783,0.10018668],"genre_scores_gemma":[0.8551779,0.00023100019,0.12923844,0.00014096822,0.000007427981,0.0017581,0.00058890803,0.00009621937,0.012761046],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.991983,0.0018054189,0.00025898885,0.00032121825,0.004021811,0.0016095644],"domain_scores_gemma":[0.99436617,0.0017354309,0.00039052372,0.000370864,0.0023653833,0.00077159656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009050396,0.0010271369,0.00051576074,0.0020698397,0.0033524656,0.0034817478,0.0019351386,0.0016471298,0.0053419787],"category_scores_gemma":[0.0078667635,0.0008218333,0.0009849787,0.0009914543,0.0019440647,0.0012054077,0.002027088,0.0010914915,0.00050084095],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011275825,0.00073329645,0.02570254,0.0010963134,0.00006592908,0.0018343009,0.0057163243,0.6855398,0.039467648,0.04189672,0.0069854823,0.18983413],"study_design_scores_gemma":[0.0006126672,0.0072840033,0.08292233,0.0015244784,0.00025292917,0.0011840108,0.035830166,0.6435929,0.044872936,0.025239356,0.15585649,0.00082777493],"about_ca_topic_score_codex":0.21229376,"about_ca_topic_score_gemma":0.39489278,"teacher_disagreement_score":0.78770626,"about_ca_system_score_codex":0.020319527,"about_ca_system_score_gemma":0.029181669,"threshold_uncertainty_score":0.4221161},"labels":[],"label_agreement":null},{"id":"W4404470944","doi":"10.1016/j.jobe.2024.111347","title":"Dynamic mechanical properties of coal-based solid waste cemented backfill material","year":2024,"lang":"en","type":"article","venue":"Journal of Building Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Municipal solid waste; Waste management; Coal; Coal mining; Materials science; Geotechnical engineering; Environmental science; Engineering","score_opus":0.009503689977204775,"score_gpt":0.20367457192283797,"score_spread":0.1941708819456332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404470944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988355,0.00012746797,0.00020744604,0.000009808897,0.0000055911482,0.0000033662884,0.0001954847,0.000008605026,0.0006067919],"genre_scores_gemma":[0.9991848,0.000029855712,0.000060209222,0.0000033934953,0.0000010827598,0.0000021251774,0.00014066178,0.000002408656,0.0005754922],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997607,0.000018604269,0.000017895647,0.00003351385,0.00011987564,0.000049464506],"domain_scores_gemma":[0.99979144,0.000054231674,0.000037780388,0.000016704458,0.00007551874,0.000024237695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028527848,0.00026424517,0.0002270581,0.0006679727,0.00033089478,0.00027636494,0.0002722182,0.00034184847,0.0043004677],"category_scores_gemma":[0.00037851773,0.00017200218,0.00029777954,0.0005757213,0.00034414692,0.00044590438,0.00019705383,0.0002561505,0.0002972956],"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":[0.001169204,0.00014303811,0.009997061,0.00014816457,0.000026376149,0.0002857083,0.00014626728,0.0087791635,0.96779835,0.00033945125,0.00020936981,0.010957872],"study_design_scores_gemma":[0.000023524113,0.0015905126,0.11266075,0.000025595136,0.00005031301,0.00024571343,0.0006745218,0.020492144,0.8616976,0.00019979598,0.0022979814,0.000041578576],"about_ca_topic_score_codex":0.001647813,"about_ca_topic_score_gemma":0.0029609546,"teacher_disagreement_score":0.0043004677,"about_ca_system_score_codex":0.00029073103,"about_ca_system_score_gemma":0.00022090651,"threshold_uncertainty_score":0.014386535},"labels":[],"label_agreement":null},{"id":"W4404854804","doi":"10.1007/s10706-024-03032-8","title":"Physical Modeling of the Geotechnical Behaviour of Cemented Backfill Plug with and Without Nanoparticles Under Simulated Field Overburden Pressure","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Hydrogeology; Overburden; Geology; Overburden pressure; Spark plug; Engineering; Mechanical engineering","score_opus":0.010052646901317144,"score_gpt":0.1980869909575728,"score_spread":0.18803434405625563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404854804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896814,0.00007315282,0.005147909,0.00007890969,0.000026702122,0.000020544245,0.0005043715,0.00021885039,0.00424823],"genre_scores_gemma":[0.99823207,0.000031793814,0.00042536974,0.0000056363347,0.0000013866652,0.000011241542,0.00011028659,0.000008088898,0.0011741811],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986553,0.000014499566,0.000008170595,0.00003144134,0.0000422552,0.000037982398],"domain_scores_gemma":[0.99977523,0.000094584604,0.000027021988,0.000024531682,0.00005930197,0.000019214049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018504499,0.00042075003,0.00055367267,0.0003437161,0.00043256264,0.00066766056,0.0007606144,0.0010170058,0.002862021],"category_scores_gemma":[0.000387338,0.00028360906,0.00055976585,0.0004259664,0.0005732359,0.0005443699,0.00026723402,0.0003408013,0.00024146798],"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":[0.00025281968,0.00011229038,0.003977044,0.00007975401,0.000018552286,0.00021765297,0.00007642932,0.97035146,0.02055318,0.0005469171,0.00032187524,0.0034920205],"study_design_scores_gemma":[0.000023336086,0.00018739999,0.0046028127,0.0000060950465,0.000016587803,0.00003239617,0.0000882946,0.98551536,0.00899212,0.0001510686,0.0003682919,0.00001625769],"about_ca_topic_score_codex":0.017732104,"about_ca_topic_score_gemma":0.009728112,"teacher_disagreement_score":0.017732104,"about_ca_system_score_codex":0.0005107762,"about_ca_system_score_gemma":0.00070162595,"threshold_uncertainty_score":0.035257816},"labels":[],"label_agreement":null},{"id":"W4404895196","doi":"10.1007/s44290-024-00137-0","title":"Study on the leaching behavior of cemented paste backfill containing arsenic trioxide roaster waste","year":2024,"lang":"en","type":"article","venue":"Discover Civil Engineering","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":true,"ca_institutions":"University of Alberta; University of Saskatchewan; Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Leaching (pedology); Arsenic; Waste management; Environmental science; Metallurgy; Materials science; Engineering; Soil science; Soil water","score_opus":0.02049091224828518,"score_gpt":0.21587971735221992,"score_spread":0.19538880510393475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404895196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990976,0.00018446833,0.00040707405,0.000009383615,0.0000019210945,0.000008718633,0.00009553249,0.000008889568,0.0001865065],"genre_scores_gemma":[0.9972429,0.0003734619,0.0013224159,0.000015047414,0.0000021396631,0.000011818626,0.00013226675,0.000008534438,0.00089149835],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998733,0.000012295923,0.000009123465,0.000026260408,0.00006375327,0.000015236585],"domain_scores_gemma":[0.9999087,0.000012070927,0.000029004188,0.0000054859556,0.000035444642,0.000009400399],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014546754,0.0001907384,0.00027972358,0.00037176532,0.00020719822,0.00024993333,0.00017301823,0.0002310381,0.00039911037],"category_scores_gemma":[0.00017405969,0.00010099791,0.00022981415,0.00033036998,0.00016202804,0.00020657743,0.00015994333,0.00019456867,0.00012879091],"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":[0.00011422153,0.00002705749,0.0043088486,0.00007946203,0.0000106652815,0.00016218386,0.00009211666,0.00025710365,0.99112284,0.000022877772,0.000019672132,0.0037829487],"study_design_scores_gemma":[0.0000055557475,0.00081453734,0.02878031,0.000014694117,0.00004443833,0.00037154535,0.00034339118,0.001916712,0.9663647,0.000038246726,0.0012875935,0.000018223458],"about_ca_topic_score_codex":0.0021386275,"about_ca_topic_score_gemma":0.0041195,"teacher_disagreement_score":0.0021386275,"about_ca_system_score_codex":0.00019430762,"about_ca_system_score_gemma":0.00019561444,"threshold_uncertainty_score":0.0042523146},"labels":[],"label_agreement":null},{"id":"W4405016149","doi":"10.2139/ssrn.5043635","title":"Mechanical Behavior and Design of Frozen Zero-Cement Backfill: Insights from Ucs Testing and Modeling in Freezing Temperatures","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Cement; Geotechnical engineering; Zero (linguistics); Materials science; Geology; Composite material","score_opus":0.03251218960329007,"score_gpt":0.2259097783024581,"score_spread":0.193397588699168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405016149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7968633,0.00042288445,0.19349429,0.0003189458,0.000029950415,0.00011082569,0.000254723,0.00043795365,0.008067159],"genre_scores_gemma":[0.9930106,0.00008824431,0.005779102,0.000011480118,0.0000017644292,0.000020776371,0.00004546775,0.000029970606,0.0010126397],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996294,0.00006090823,0.000015358959,0.000050801074,0.00017237388,0.00007105549],"domain_scores_gemma":[0.999708,0.0000826978,0.0000554124,0.00004470756,0.00009193137,0.000017236021],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081640546,0.0004995679,0.00060513197,0.00047363978,0.00038700618,0.00094771653,0.0010548542,0.0008455121,0.00134451],"category_scores_gemma":[0.0010045819,0.00034948858,0.0004217431,0.0002670514,0.00085491646,0.00086088997,0.0003445167,0.00043061867,0.00025835054],"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":[0.00023910166,0.00010606137,0.002698768,0.00015632859,0.000017134993,0.0001952215,0.00011383368,0.83463013,0.13864972,0.004392507,0.00034466284,0.018456563],"study_design_scores_gemma":[0.000016239088,0.00027965245,0.0016068051,0.000018071198,0.000022246806,0.000050150782,0.000092794435,0.9264202,0.06906539,0.0013636395,0.0010463895,0.000018335115],"about_ca_topic_score_codex":0.005654399,"about_ca_topic_score_gemma":0.007464263,"teacher_disagreement_score":0.005654399,"about_ca_system_score_codex":0.0008685191,"about_ca_system_score_gemma":0.0013106045,"threshold_uncertainty_score":0.011242986},"labels":[],"label_agreement":null},{"id":"W4405099385","doi":"10.22215/etd/2024-16281","title":"Influence of Initial State on Runout in Flume Experiments on Remoulded Leda Clay","year":2024,"lang":"en","type":"dissertation","venue":"","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","funders":"","keywords":"Flume; Tailings; Geotechnical engineering; Geology; Residual strength; Slope failure; Residual; Slope stability; Materials science; Flow (mathematics); Composite material; Mechanics","score_opus":0.015599587375225979,"score_gpt":0.28871221438177125,"score_spread":0.27311262700654526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405099385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99765825,0.00016862676,0.000989435,0.000014103885,0.000010231159,0.000020418856,0.00033027423,0.00004432044,0.00076428126],"genre_scores_gemma":[0.9976743,0.0001235844,0.0006464059,0.0000131104825,0.0000017452226,0.00002320271,0.00028032492,0.00002202612,0.0012152982],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997334,0.000041517513,0.000020207233,0.00006935696,0.0000675525,0.00006785894],"domain_scores_gemma":[0.9991239,0.00050253206,0.00007898142,0.00007677925,0.00014737053,0.00007053324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047711763,0.00028406124,0.0004059244,0.00031493357,0.000284133,0.0005436331,0.0002499805,0.00040421553,0.0022398299],"category_scores_gemma":[0.0012016372,0.00014822127,0.00027466932,0.00020246912,0.0003553688,0.000322246,0.0002992013,0.0004690556,0.00029169026],"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":[0.0021842322,0.00038754914,0.00700282,0.00023371834,0.000029336172,0.00025900776,0.00028835962,0.01361593,0.9591866,0.0001986351,0.00025759722,0.016356226],"study_design_scores_gemma":[0.000032241565,0.0049367133,0.03262557,0.000045475357,0.000040803832,0.00008846706,0.00035970384,0.02364512,0.9367326,0.00019154078,0.001250588,0.000051256597],"about_ca_topic_score_codex":0.0016434635,"about_ca_topic_score_gemma":0.0025335045,"teacher_disagreement_score":0.0022398299,"about_ca_system_score_codex":0.000322152,"about_ca_system_score_gemma":0.00019792662,"threshold_uncertainty_score":0.0074929595},"labels":[],"label_agreement":null},{"id":"W4405212060","doi":"10.1016/j.cscm.2024.e04105","title":"Temperature-driven crack self-healing and performance recovery in cemented tailings materials","year":2024,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Tailings; Materials science; Self-healing; Composite material; Metallurgy; Medicine","score_opus":0.017642624161692447,"score_gpt":0.24673762069142519,"score_spread":0.22909499652973275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405212060","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99668187,0.0013158136,0.0013944814,0.000025851918,0.000017496805,0.000014844843,0.00008623842,0.00006515871,0.00039809025],"genre_scores_gemma":[0.9984861,0.00024101992,0.0007462231,0.000015519583,0.000002542989,0.000012233231,0.000045052693,0.000015040001,0.00043636825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977344,0.000017298677,0.000019784422,0.000042203344,0.00011213856,0.000035167675],"domain_scores_gemma":[0.99968135,0.00006554431,0.00009999634,0.000031043786,0.00009190981,0.000030166531],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003282965,0.00031418476,0.00023164134,0.00037286457,0.00018457361,0.00023194215,0.00023910117,0.00033972663,0.0008219058],"category_scores_gemma":[0.00052455487,0.00025568297,0.00027325313,0.00023016763,0.00032735578,0.00041934618,0.0002556903,0.000554202,0.00019369627],"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":[0.00007804681,0.000026121896,0.00049777835,0.000111636546,0.000005718825,0.000062686784,0.0000802675,0.0005258427,0.9955787,0.000059331804,0.000055327113,0.0029184006],"study_design_scores_gemma":[0.0000051238253,0.00020522496,0.0038710095,0.000010473297,0.000008264385,0.000058206937,0.000051436607,0.002164248,0.9929865,0.000031708343,0.00059611094,0.000011711685],"about_ca_topic_score_codex":0.0007393221,"about_ca_topic_score_gemma":0.0020337917,"teacher_disagreement_score":0.0008219058,"about_ca_system_score_codex":0.00029880705,"about_ca_system_score_gemma":0.0001653285,"threshold_uncertainty_score":0.0027495623},"labels":[],"label_agreement":null},{"id":"W4405292015","doi":"10.1007/s12665-024-12019-w","title":"Saturated hydraulic conductivity of uncemented and lightly cemented high-density tailings for surface disposal","year":2024,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"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","keywords":"Tailings; Hydraulic conductivity; Portland cement; Permeability (electromagnetism); Curing (chemistry); Consolidation (business); Sulfate; Geotechnical engineering; Cement; Drainage; Materials science; Geology; Environmental science; Soil science; Metallurgy; Composite material; Soil water; Chemistry; Membrane","score_opus":0.01110576940796803,"score_gpt":0.19507569088999915,"score_spread":0.18396992148203112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405292015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991027,0.00006503739,0.0003574658,0.000008448805,0.000005540301,0.0000033109543,0.00009310635,0.000008031847,0.00035634922],"genre_scores_gemma":[0.999348,0.000026145208,0.00011440349,0.000004844396,8.891587e-7,0.0000018637753,0.00005799445,0.0000026874018,0.0004432721],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973613,0.000033646633,0.000024777599,0.000049208982,0.00008503612,0.00007113122],"domain_scores_gemma":[0.99945706,0.0001837655,0.000059114747,0.000023246766,0.00021863688,0.000058218244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041759375,0.0002346033,0.00024628005,0.00034142035,0.00040513015,0.00054111035,0.0003270401,0.0003632019,0.0016585222],"category_scores_gemma":[0.000839204,0.00015217705,0.0002773299,0.0002961812,0.00039540004,0.00055614085,0.00028451253,0.00028142915,0.0002707617],"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":[0.0038447303,0.00020429163,0.03527742,0.00020280585,0.000048967653,0.00023852337,0.00041144397,0.012258557,0.9251648,0.00037948284,0.00043102427,0.021538004],"study_design_scores_gemma":[0.000035669935,0.001477558,0.056397106,0.00003221023,0.00006499885,0.0001221894,0.0009874187,0.0220341,0.91753876,0.0002835678,0.0009795837,0.000046906163],"about_ca_topic_score_codex":0.004368726,"about_ca_topic_score_gemma":0.009023438,"teacher_disagreement_score":0.004368726,"about_ca_system_score_codex":0.0006238421,"about_ca_system_score_gemma":0.0005221449,"threshold_uncertainty_score":0.008686602},"labels":[],"label_agreement":null},{"id":"W4405390767","doi":"10.33002/jpg040201","title":"Ontario Aggregate Industry and Ministry of Natural Resources Continue to Ignore or Trivialize the Notoriously Dangerous and Potentially Deadly Consequences of Flyrock from Blasting (Detonation of Explosives)","year":2024,"lang":"en","type":"article","venue":"Journal of Policy & Governance","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":"Business; Explosive material; Statutory law; Forensic engineering; Rock blasting; Engineering; Law; Political science; Geography; Mining engineering","score_opus":0.01312794724037718,"score_gpt":0.22899874657357203,"score_spread":0.21587079933319483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405390767","genre_codex":"other","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27242243,0.005775596,0.008172908,0.0625717,0.001446468,0.0010597392,0.013698575,0.0007758503,0.63407665],"genre_scores_gemma":[0.44351542,0.005342136,0.008394162,0.0075108283,0.00008269124,0.00019043549,0.0043138135,0.00023105918,0.53041947],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99494874,0.00017915345,0.000113601986,0.00026515368,0.0034065715,0.0010867848],"domain_scores_gemma":[0.98469836,0.00080141297,0.0011556821,0.0005080472,0.011011024,0.0018255187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015821817,0.0004397509,0.00035112264,0.0015555901,0.011361751,0.004406516,0.0013697832,0.0012472139,0.016573356],"category_scores_gemma":[0.00681056,0.0006417827,0.0003619772,0.0037274219,0.0029105477,0.0014024716,0.0022269492,0.0013498417,0.0020266224],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037030963,0.00010258899,0.22349922,0.0010520542,0.00014591769,0.0015211984,0.011410292,0.0013503516,0.0072435103,0.044876363,0.54630816,0.16211998],"study_design_scores_gemma":[0.000020452566,0.000045830253,0.22294909,0.00016395253,0.00004484962,0.00016778246,0.007261043,0.0005548622,0.00090853585,0.000861447,0.7669491,0.00007309281],"about_ca_topic_score_codex":0.9935834,"about_ca_topic_score_gemma":0.997982,"teacher_disagreement_score":0.06486616,"about_ca_system_score_codex":0.06486616,"about_ca_system_score_gemma":0.19384632,"threshold_uncertainty_score":0.47063917},"labels":[],"label_agreement":null},{"id":"W4405736601","doi":"10.3390/min15010004","title":"A New Yield Surface for Cemented Paste Backfill Based on the Modified Structured Cam-Clay","year":2024,"lang":"en","type":"article","venue":"Minerals","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":"Queen's University","funders":"","keywords":"Yield (engineering); Materials science; Geotechnical engineering; Geology; Composite material","score_opus":0.03184649017397826,"score_gpt":0.2206248936466204,"score_spread":0.18877840347264216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405736601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.658123,0.0009715111,0.32788247,0.00014664729,0.00004421492,0.00014638517,0.00086125394,0.0014984538,0.010325969],"genre_scores_gemma":[0.986419,0.00025398296,0.011573446,0.0000138380865,0.000003617031,0.0000539235,0.00024651902,0.00005917054,0.0013765701],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997882,0.000015714142,0.000010350025,0.00004145577,0.00012259079,0.00002156559],"domain_scores_gemma":[0.9998324,0.000060758895,0.000038930735,0.000019868465,0.000040746258,0.000007193349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023902344,0.00055878237,0.00033800618,0.0005916598,0.00013728249,0.00050323096,0.0008561384,0.0006192718,0.0011455837],"category_scores_gemma":[0.0005122347,0.00026812396,0.0005664215,0.00043331104,0.0003629992,0.000628716,0.00033536594,0.00031069905,0.00040783352],"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":[0.00014394334,0.00016466885,0.008912713,0.00046089594,0.000038535767,0.0006750312,0.00020432853,0.48460189,0.43695423,0.005113402,0.0009586463,0.06177166],"study_design_scores_gemma":[0.00000620537,0.0001766228,0.004736262,0.000014981514,0.000019743864,0.00018819697,0.00004742499,0.93057895,0.061196413,0.00059735164,0.0024121257,0.000025775966],"about_ca_topic_score_codex":0.0015181076,"about_ca_topic_score_gemma":0.0021797058,"teacher_disagreement_score":0.0015181076,"about_ca_system_score_codex":0.00046700984,"about_ca_system_score_gemma":0.00032463664,"threshold_uncertainty_score":0.0038323402},"labels":[],"label_agreement":null},{"id":"W4405833217","doi":"10.1016/j.applthermaleng.2024.125341","title":"The thermal behavior and ice saturation of a developed zero-cement backfill used in a novel technique in Arctic mining","year":2024,"lang":"en","type":"article","venue":"Applied Thermal Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Sichuan Province Science and Technology Support Program","keywords":"Saturation (graph theory); Geotechnical engineering; Cement; Materials science; Arctic; Thermal; The arctic; Forensic engineering; Composite material; Engineering; Geology; Meteorology; Geography; Mathematics; Oceanography","score_opus":0.011828850754628334,"score_gpt":0.195907048406981,"score_spread":0.18407819765235267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405833217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998818,0.000121172605,0.0005251798,0.0000132794075,0.000003828761,0.000008903121,0.000085409294,0.000016463631,0.00040783157],"genre_scores_gemma":[0.998417,0.00010019135,0.0008722497,0.000005937933,8.5605166e-7,0.000007142958,0.000068399146,0.000009571633,0.000518656],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978787,0.0000130845765,0.000012892559,0.000039239192,0.000106542306,0.000040370807],"domain_scores_gemma":[0.9997737,0.00004603045,0.000048508868,0.000019483829,0.00008308436,0.000029190394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037282868,0.00025207087,0.0004359914,0.0005300028,0.0005264191,0.00048455704,0.00038979054,0.0003602909,0.00076215406],"category_scores_gemma":[0.0004089384,0.000159696,0.00034654868,0.00051469164,0.00046760633,0.0003995567,0.00024387191,0.00030787278,0.000202062],"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":[0.0009541037,0.0001813007,0.01730881,0.00023604206,0.000020541305,0.00075609057,0.0005528175,0.010923055,0.9545098,0.0002447871,0.00019200555,0.01412065],"study_design_scores_gemma":[0.00002917546,0.0019718215,0.0603781,0.000054210304,0.00007018868,0.00046872205,0.0011591514,0.025314743,0.9072409,0.00013821795,0.00311207,0.00006269881],"about_ca_topic_score_codex":0.009876492,"about_ca_topic_score_gemma":0.031989682,"teacher_disagreement_score":0.009876492,"about_ca_system_score_codex":0.00076967134,"about_ca_system_score_gemma":0.0005571293,"threshold_uncertainty_score":0.019638002},"labels":[],"label_agreement":null},{"id":"W4406288771","doi":"10.1016/j.jrmge.2024.11.046","title":"Understanding pore water pressure responses to sulphate in cemented tailings backfill with superplasticizers under thermo-hydro-mechanical-chemical field conditions","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Tailings; Pore water pressure; Geotechnical engineering; Geology; Superplasticizer; Materials science; Compressive strength; Composite material; Metallurgy","score_opus":0.014983410305698176,"score_gpt":0.21051176673658806,"score_spread":0.1955283564308899,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406288771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973912,0.00026818865,0.001927982,0.000025224655,0.00000525169,0.000011188944,0.00012050284,0.000027057436,0.00022335441],"genre_scores_gemma":[0.99820983,0.00028557391,0.0011067956,0.000013097957,0.0000035832659,0.000016891117,0.00010239379,0.00000800966,0.00025384067],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999821,0.000020708205,0.0000095759015,0.000037781578,0.0000859437,0.000025082054],"domain_scores_gemma":[0.9998492,0.000046674697,0.000043698376,0.000008916801,0.00004099613,0.000010434226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032327586,0.00029641372,0.00033100744,0.00016543352,0.00015102624,0.00028703874,0.00028189964,0.00035948743,0.0006619024],"category_scores_gemma":[0.00030809594,0.00016038408,0.00029095478,0.00018290665,0.00030257448,0.00061363797,0.00024529954,0.00044195194,0.00014860251],"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":[0.00012595714,0.000030152347,0.0016903429,0.00010546076,0.000007109683,0.000042957505,0.000054878758,0.0016302373,0.9936371,0.00004627032,0.000025777268,0.0026039272],"study_design_scores_gemma":[0.000006853949,0.00039748198,0.010134008,0.000007092724,0.000014773598,0.0000351537,0.00013229848,0.0112568075,0.97741884,0.000071902476,0.00051056297,0.000014318872],"about_ca_topic_score_codex":0.0013340636,"about_ca_topic_score_gemma":0.002070405,"teacher_disagreement_score":0.0013340636,"about_ca_system_score_codex":0.0002888966,"about_ca_system_score_gemma":0.00023738369,"threshold_uncertainty_score":0.0026525855},"labels":[],"label_agreement":null},{"id":"W4406584565","doi":"10.1016/s0967-0653(98)86363-1","title":"10.1016/s0967-0653(98)86363-1","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Environmental science; Geology; Mining engineering; Chemistry","score_opus":0.00616000074939632,"score_gpt":0.1484420022763798,"score_spread":0.14228200152698348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406584565","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00043368575,0.00035917244,0.00073774013,0.00035591747,0.00026424657,0.000106705906,0.0005581193,0.00088584214,0.9962985],"genre_scores_gemma":[0.00049601187,0.00017772595,0.00033358464,0.00017932669,0.00005313373,0.000050489743,0.00030568504,0.00014637696,0.9982577],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992367,0.00004961944,0.0000661533,0.00028941067,0.00020944964,0.00014875268],"domain_scores_gemma":[0.9974366,0.00063398894,0.00016447643,0.00032775805,0.0006465718,0.000790602],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0011283777,0.0030297344,0.0018778596,0.0030243895,0.002617182,0.004407905,0.0035208596,0.0064100865,0.98859406],"category_scores_gemma":[0.0018754437,0.0010052765,0.0015089278,0.0025680072,0.0020239998,0.00651157,0.003323148,0.002721679,0.9926116],"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":[0.0003054027,0.00023504018,0.0008722082,0.00064167834,0.000038063874,0.00027196814,0.00014132481,0.0004373553,0.0022017963,0.0063825776,0.3756919,0.61278075],"study_design_scores_gemma":[0.00004380356,0.00012805178,0.00060375826,0.0003492436,0.000014929786,0.00034409805,0.00012805348,0.00020715634,0.00031017786,0.00062522397,0.9972228,0.000022767264],"about_ca_topic_score_codex":0.0037172663,"about_ca_topic_score_gemma":0.0032315704,"teacher_disagreement_score":0.011405945,"about_ca_system_score_codex":0.0012102397,"about_ca_system_score_gemma":0.0011697147,"threshold_uncertainty_score":0.016269088},"labels":[],"label_agreement":null},{"id":"W4406787165","doi":"10.18280/mmep.120109","title":"Enhancing Clay Backfill Properties Using Crushed Glass: Regression Model Approach","year":2025,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Regression analysis; Geology; Clay minerals; Materials science; Mineralogy; Mathematics; Statistics","score_opus":0.037304941240110995,"score_gpt":0.20728930140044896,"score_spread":0.16998436016033797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406787165","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28118703,0.00071035506,0.71352595,0.00021905573,0.000034047116,0.00007565759,0.00023062501,0.00084123656,0.0031760745],"genre_scores_gemma":[0.96691453,0.00043655685,0.02975121,0.000032276817,0.000009628007,0.000044764638,0.00016863734,0.000070450114,0.0025719104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997272,0.00007055234,0.000013546372,0.00007839676,0.00007345917,0.000036827318],"domain_scores_gemma":[0.99947315,0.0002769882,0.00008621362,0.000050857554,0.000102393904,0.000010422208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092840916,0.0007481125,0.0009698965,0.00059444195,0.0002200077,0.0008814873,0.0009239013,0.001076084,0.0011463446],"category_scores_gemma":[0.0013374131,0.0003643887,0.0012191909,0.00092127954,0.00034677505,0.0011806609,0.000468558,0.00083307154,0.00027767653],"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":[0.00014008726,0.00012552431,0.0012247671,0.00015890777,0.000061083316,0.000049220762,0.000023532251,0.9474261,0.024553183,0.0012523268,0.0001492002,0.02483621],"study_design_scores_gemma":[0.0000035744392,0.00006542966,0.00029416758,0.000003472457,0.000024167573,0.000007838747,0.000006942209,0.98934186,0.0098009445,0.0002813702,0.00016229185,0.000008019375],"about_ca_topic_score_codex":0.009428306,"about_ca_topic_score_gemma":0.0070274468,"teacher_disagreement_score":0.009428306,"about_ca_system_score_codex":0.0006558157,"about_ca_system_score_gemma":0.00066645135,"threshold_uncertainty_score":0.018746853},"labels":[],"label_agreement":null},{"id":"W4406805135","doi":"10.3390/min15020115","title":"Microwave Thermal Treatment on Enhanced Cemented Tailings Backfill: An Experimental Study","year":2025,"lang":"en","type":"article","venue":"Minerals","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":"Queen's University","funders":"Fundamental Research Funds for Central Universities of the Central South University; Natural Science Foundation of Hunan Province; Fundamental Research Funds for the Central Universities; Central South University; National Natural Science Foundation of China","keywords":"Tailings; Geotechnical engineering; Geology; Thermal; Mining engineering; Environmental science; Materials science; Metallurgy","score_opus":0.02043805340742292,"score_gpt":0.257532521436122,"score_spread":0.23709446802869907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406805135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975937,0.00037580018,0.0012169657,0.000012629918,0.000011152647,0.00003677151,0.00008691876,0.000014618441,0.00065143954],"genre_scores_gemma":[0.99723536,0.0004667771,0.0014318415,0.00001285154,0.0000079106985,0.000035449506,0.000053180494,0.000006442402,0.00075007713],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982506,0.000026028018,0.000014822145,0.000037681377,0.000060614922,0.00003576898],"domain_scores_gemma":[0.99977356,0.000068893794,0.000061898274,0.000031256564,0.00004922885,0.000015184616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040545396,0.00034215543,0.00033311645,0.00031240785,0.00022531148,0.00019263611,0.00019717374,0.0003470772,0.001769374],"category_scores_gemma":[0.0002990131,0.00014806319,0.00039391394,0.00039156573,0.0002913417,0.0002862978,0.00015198752,0.0004049018,0.00017273174],"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":[0.00045505658,0.00032680877,0.000542519,0.00021359144,0.000010236268,0.00008021076,0.00008595819,0.00071500795,0.9938024,0.00011335266,0.000038802005,0.003616069],"study_design_scores_gemma":[0.000028837845,0.0029188716,0.004291022,0.000010032253,0.0000457414,0.00005920263,0.0000835505,0.0011735079,0.9901282,0.00003416212,0.0012148768,0.00001192254],"about_ca_topic_score_codex":0.00040449266,"about_ca_topic_score_gemma":0.0007448661,"teacher_disagreement_score":0.001769374,"about_ca_system_score_codex":0.00016350867,"about_ca_system_score_gemma":0.00014257099,"threshold_uncertainty_score":0.005919099},"labels":[],"label_agreement":null},{"id":"W4406845059","doi":"10.3390/mining5010010","title":"Consistency and Rheological Properties of Cemented Paste Backfills Prepared with Tailings with Varying Free Muscovite Content","year":2025,"lang":"en","type":"article","venue":"Mining","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":"Université du Québec en Abitibi-Témiscamingue","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; IAMGOLD","keywords":"Muscovite; Tailings; Rheology; Consistency (knowledge bases); Geology; Materials science; Metallurgy; Composite material; Quartz; Mathematics","score_opus":0.02598939554971532,"score_gpt":0.1835514297860443,"score_spread":0.15756203423632897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406845059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981767,0.0005372422,0.00076001714,0.000011292794,0.000009469739,0.000011862567,0.00015651819,0.000026567253,0.00031030824],"genre_scores_gemma":[0.99707806,0.00026612106,0.0015966991,0.000017194696,0.000006273842,0.000019585266,0.00035054187,0.000029960212,0.00063558377],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957913,0.000070631366,0.00006226785,0.00007341047,0.00016941078,0.00004502212],"domain_scores_gemma":[0.9992512,0.00019973444,0.0002239511,0.00005772608,0.0001785504,0.00008885997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005988854,0.0005226319,0.00037343375,0.000696029,0.0002100685,0.00036235628,0.00023247815,0.0003573072,0.000854123],"category_scores_gemma":[0.0012626551,0.00022763078,0.00032659952,0.0006636167,0.00030746567,0.00047724956,0.00026340253,0.00055055437,0.00017365655],"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":[0.00022002665,0.000029482591,0.0014541639,0.000052548177,0.000013629524,0.000063810185,0.00006569123,0.0001938912,0.9959377,0.000024267472,0.000017932834,0.0019268006],"study_design_scores_gemma":[0.0000109716975,0.00054230413,0.018271087,0.000012353683,0.00005463545,0.000106545944,0.00010230947,0.0007977727,0.97933984,0.000018060002,0.00072808994,0.00001602905],"about_ca_topic_score_codex":0.00082838815,"about_ca_topic_score_gemma":0.0017821938,"teacher_disagreement_score":0.000854123,"about_ca_system_score_codex":0.00019901892,"about_ca_system_score_gemma":0.00018906083,"threshold_uncertainty_score":0.0031672716},"labels":[],"label_agreement":null},{"id":"W4406846294","doi":"10.3390/min15020123","title":"Mechanical and Microstructural Behavior of Cemented Paste Backfill Under Cyclic Loading","year":2025,"lang":"en","type":"article","venue":"Minerals","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":"Queen's University","funders":"Australian Government","keywords":"Materials science; Geotechnical engineering; Composite material; Metallurgy; Geology","score_opus":0.013491551095526862,"score_gpt":0.22731749902116255,"score_spread":0.2138259479256357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406846294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999064,0.00013110459,0.00028914603,0.000007570711,0.0000025912605,0.0000069313855,0.00012873505,0.000015464324,0.00035449356],"genre_scores_gemma":[0.9987827,0.000070293165,0.00038778302,0.000008605729,0.000001551316,0.000010071868,0.00011721657,0.0000061889345,0.00061569334],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997924,0.00001735027,0.000019872048,0.000033340155,0.0001047046,0.000032300086],"domain_scores_gemma":[0.9995121,0.00010053472,0.00014572342,0.000042411448,0.0001439492,0.000055319073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029110158,0.00023452459,0.00016660908,0.0005248429,0.00020764934,0.0001644733,0.00018905236,0.00032015235,0.0014829434],"category_scores_gemma":[0.00047557495,0.00018806533,0.00014385834,0.00040509715,0.00041586766,0.00023513784,0.00013636153,0.00027420436,0.0001574759],"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":[0.0001265996,0.000020399955,0.0028605647,0.000040543546,0.0000060157404,0.00013762219,0.00015403269,0.0006041784,0.9935394,0.00002328282,0.000032167634,0.002455197],"study_design_scores_gemma":[0.0000069157013,0.000969028,0.12808117,0.00001613882,0.00002812921,0.00025630105,0.0004380779,0.0033704536,0.8656257,0.00003800097,0.0011472264,0.000022869539],"about_ca_topic_score_codex":0.0026304014,"about_ca_topic_score_gemma":0.0073474296,"teacher_disagreement_score":0.0026304014,"about_ca_system_score_codex":0.00020461828,"about_ca_system_score_gemma":0.00014378305,"threshold_uncertainty_score":0.0052301884},"labels":[],"label_agreement":null},{"id":"W4407289335","doi":"10.1016/j.powtec.2025.120750","title":"Rheological and thixotropic properties of cemented ultrafine tailings backfill with cold-bonded lightweight aggregates","year":2025,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Fundamental Research Funds for the Central Universities; Key Technologies Research and Development Program; China Scholarship Council","keywords":"Thixotropy; Rheology; Tailings; Materials science; Composite material; Geotechnical engineering; Metallurgy; Geology","score_opus":0.006310815585059828,"score_gpt":0.1741673872473665,"score_spread":0.16785657166230666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407289335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946874,0.00013015937,0.00020847646,0.000005361729,0.00000415236,0.0000014576601,0.0000433799,0.000008964224,0.00012928953],"genre_scores_gemma":[0.99936587,0.00004925892,0.00011852525,0.0000041460494,0.0000022700306,0.000002249759,0.00005747857,0.0000041929015,0.00039610337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997675,0.00003421301,0.000022091053,0.000039627088,0.000083568186,0.000053126212],"domain_scores_gemma":[0.99972147,0.00008137697,0.000074982774,0.000022352666,0.00006945721,0.00003031344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041983457,0.00025049012,0.00026635217,0.0002972327,0.00023849758,0.0002709316,0.0001966769,0.0002661963,0.0012557912],"category_scores_gemma":[0.00056193944,0.000120287325,0.00026795734,0.0003290777,0.00028573498,0.0004232004,0.00014904769,0.0002957915,0.0001769426],"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":[0.0011146762,0.00007824457,0.0027767785,0.000052455274,0.000016686086,0.0001304542,0.00018209957,0.00087013026,0.98984504,0.00008631143,0.00007899449,0.00476815],"study_design_scores_gemma":[0.000010615083,0.0008656618,0.019410238,0.000009334015,0.000035854173,0.00007961221,0.00021607455,0.0034495438,0.9752964,0.000025931726,0.0005838365,0.00001701225],"about_ca_topic_score_codex":0.0011497319,"about_ca_topic_score_gemma":0.0013825755,"teacher_disagreement_score":0.0012557912,"about_ca_system_score_codex":0.00017857975,"about_ca_system_score_gemma":0.00016324554,"threshold_uncertainty_score":0.004200995},"labels":[],"label_agreement":null},{"id":"W4407584463","doi":"10.1080/17480930.2025.2464645","title":"Rheological properties of iron oxide nanoparticle-modified cemented paste tailings materials","year":2025,"lang":"en","type":"article","venue":"International Journal of Mining Reclamation and Environment","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","keywords":"Tailings; Rheology; Materials science; Metallurgy; Nanoparticle; Composite material; Nanotechnology","score_opus":0.01655493134415046,"score_gpt":0.20827920892070706,"score_spread":0.1917242775765566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407584463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964324,0.0010618556,0.001468689,0.00002791488,0.000020706193,0.000012481449,0.0002477192,0.00004119069,0.0006869906],"genre_scores_gemma":[0.9964056,0.0005082736,0.0015784078,0.000025687317,0.0000058792657,0.000021260183,0.0002698772,0.000019854428,0.0011653748],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998926,0.000012634731,0.000011410458,0.000021928468,0.000047026973,0.000014315075],"domain_scores_gemma":[0.9998535,0.000037324535,0.00004069279,0.0000071043532,0.00004311127,0.00001822171],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021130271,0.0002960525,0.00020968786,0.00034208925,0.00011009272,0.00017129398,0.000131239,0.00022674524,0.0009375745],"category_scores_gemma":[0.00037348625,0.00011599188,0.0002011284,0.00021889978,0.00015044915,0.00031629243,0.00011909227,0.0003659134,0.00018214938],"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":[0.00008523179,0.00001605077,0.0003935497,0.00006309875,0.0000044165936,0.000034543067,0.000032955846,0.00019997513,0.9967146,0.000030609153,0.00003636462,0.0023886482],"study_design_scores_gemma":[0.000005871327,0.00028772347,0.00674902,0.000015653604,0.000016621607,0.00006647191,0.00005623725,0.0017334397,0.98952615,0.00002581362,0.0015041424,0.0000128794345],"about_ca_topic_score_codex":0.0005245386,"about_ca_topic_score_gemma":0.0011193516,"teacher_disagreement_score":0.0009375745,"about_ca_system_score_codex":0.00015100795,"about_ca_system_score_gemma":0.000083348474,"threshold_uncertainty_score":0.0031365156},"labels":[],"label_agreement":null},{"id":"W4407739750","doi":"10.3233/978-1-61499-297-4-395","title":"Tailings Management in Canada's Oil Sands","year":2013,"lang":"en","type":"book-chapter","venue":"IOS Press eBooks","topic":"Tailings Management and Properties","field":"Engineering","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":"Tailings; Oil sands; Environmental science; Mining engineering; Geology; Waste management; Geochemistry; Archaeology; Geography; Metallurgy; Engineering; Materials science; Asphalt","score_opus":0.015218388979978651,"score_gpt":0.16841228800029795,"score_spread":0.1531938990203193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407739750","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10208052,0.05720707,0.005994132,0.010604677,0.0009168629,0.00012569295,0.00069132383,0.0004396036,0.8219401],"genre_scores_gemma":[0.2149946,0.035378963,0.005471674,0.0009518391,0.00009354594,0.000018568353,0.00039014142,0.00008390955,0.7426167],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9997452,0.000008567798,0.000004761985,0.000018716093,0.00016930986,0.000053433956],"domain_scores_gemma":[0.999861,0.000012237582,0.000006912672,0.000004672248,0.00008897247,0.000026189007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016952968,0.00040755875,0.00012995869,0.0013977227,0.0035903207,0.002474222,0.00070954126,0.0007276981,0.0062145097],"category_scores_gemma":[0.00024823812,0.00013480367,0.00016150036,0.0021001676,0.001466781,0.00067391206,0.0007484754,0.0005192403,0.0008026766],"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":[0.000049077444,0.00007960284,0.0037231976,0.00045497235,0.000008557834,0.0012183852,0.0075217537,0.0042494913,0.008027831,0.08845489,0.15706335,0.7291489],"study_design_scores_gemma":[0.0000017354678,0.000018337389,0.005441932,0.00021233001,0.0000053275553,0.00025233623,0.0035131315,0.000658056,0.0018678601,0.0032845193,0.98472565,0.000018880906],"about_ca_topic_score_codex":0.94163644,"about_ca_topic_score_gemma":0.98741186,"teacher_disagreement_score":0.058363557,"about_ca_system_score_codex":0.027695304,"about_ca_system_score_gemma":0.026820324,"threshold_uncertainty_score":0.20094442},"labels":[],"label_agreement":null},{"id":"W4407892702","doi":"10.1007/s11356-025-36051-w","title":"Flow characteristics of paste tailings in surface disposal: the role of pyrite content","year":2025,"lang":"en","type":"article","venue":"Environmental Science and Pollution Research","topic":"Tailings Management and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"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","keywords":"Pyrite; Tailings; Rheology; Viscosity; Sulfide; Materials science; Mineralogy; Metallurgy; Chemistry; Composite material","score_opus":0.01966528707109039,"score_gpt":0.24502873076012643,"score_spread":0.22536344368903605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407892702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980794,0.00013042236,0.0009988867,0.000013253476,0.000006034885,0.000006947779,0.00011135249,0.000028841361,0.00062487426],"genre_scores_gemma":[0.99889946,0.000059900383,0.00018379596,0.000007809552,0.0000027191143,0.0000021764597,0.00009826206,0.00000822385,0.0007375554],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99985087,0.000021548723,0.000011248041,0.000038978193,0.000045529854,0.000031859254],"domain_scores_gemma":[0.99957865,0.00014462508,0.0000872504,0.000016251013,0.00013316296,0.00003998529],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002976433,0.00021234405,0.00026451133,0.00040956086,0.00023907976,0.00078592275,0.0002233561,0.00044414998,0.0013253809],"category_scores_gemma":[0.00061458326,0.00012270172,0.00020121472,0.00028454373,0.00022228724,0.0006786026,0.00015063318,0.00031920176,0.0002852771],"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":[0.0029328144,0.00025788468,0.06314375,0.00012460005,0.000039489783,0.000238703,0.00035561505,0.002874001,0.90636635,0.00021848101,0.00029285494,0.023155518],"study_design_scores_gemma":[0.0000280097,0.0011448144,0.1832554,0.00002440572,0.000059972735,0.0001470345,0.0006535883,0.015795877,0.7978249,0.000209094,0.00081584934,0.00004091272],"about_ca_topic_score_codex":0.0043569035,"about_ca_topic_score_gemma":0.0030908803,"teacher_disagreement_score":0.0043569035,"about_ca_system_score_codex":0.00031904568,"about_ca_system_score_gemma":0.00021487524,"threshold_uncertainty_score":0.008663058},"labels":[],"label_agreement":null},{"id":"W4408029155","doi":"10.1016/j.powtec.2025.120834","title":"Investigation of crack self-healing behaviour and its impact on strength and permeability recovery in cemented paste tailings","year":2025,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"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":"Tailings; Permeability (electromagnetism); Materials science; Geotechnical engineering; Self-healing; Composite material; Engineering; Metallurgy; Chemistry; Membrane","score_opus":0.00915707562002739,"score_gpt":0.2284669960795392,"score_spread":0.2193099204595118,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408029155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99850523,0.0005167374,0.00071150466,0.000008641312,0.0000038545813,0.000011262917,0.000057704667,0.00001571036,0.00016948946],"genre_scores_gemma":[0.9985613,0.00022097075,0.0007127433,0.000008568031,0.0000013270799,0.000009923207,0.00004651537,0.000007251884,0.000431343],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998292,0.000016526554,0.000013022525,0.00003349506,0.00008270018,0.000025113017],"domain_scores_gemma":[0.9995765,0.00009717003,0.00014093301,0.000035810324,0.00011148601,0.000037987425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023542362,0.00021600256,0.00022777298,0.00030520285,0.00013034404,0.00015746629,0.00018178727,0.00038529257,0.0007099565],"category_scores_gemma":[0.00037256983,0.00017516657,0.00020695063,0.00017969118,0.00027783433,0.00033505837,0.0001451245,0.0004245425,0.0001119895],"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":[0.000057793255,0.000023048104,0.00056078355,0.0000549315,0.0000038549433,0.00005744104,0.0000436422,0.00013712455,0.99781847,0.000011804274,0.000007685027,0.0012234267],"study_design_scores_gemma":[0.0000036019233,0.00034556462,0.010717626,0.000006789117,0.000012876676,0.000084061896,0.00007176274,0.0014115872,0.98700535,0.000013176708,0.0003200429,0.0000074776713],"about_ca_topic_score_codex":0.00057994406,"about_ca_topic_score_gemma":0.0011954734,"teacher_disagreement_score":0.0007099565,"about_ca_system_score_codex":0.0001445872,"about_ca_system_score_gemma":0.00009237787,"threshold_uncertainty_score":0.0023750067},"labels":[],"label_agreement":null},{"id":"W4408034882","doi":"10.3390/min15030246","title":"Rheological Properties of Aluminium Oxide Nanoparticle-Modified Cemented Paste Tailings Materials","year":2025,"lang":"en","type":"article","venue":"Minerals","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":"University of Ottawa","keywords":"Rheology; Tailings; Aluminium; Materials science; Nanoparticle; Aluminum oxide; Metallurgy; Aluminium oxide; Composite material; Nanotechnology","score_opus":0.022381356594100777,"score_gpt":0.2156464239715591,"score_spread":0.1932650673774583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408034882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9959202,0.0015533842,0.0015402436,0.000028592232,0.00002354242,0.000015199955,0.00019259537,0.000050858172,0.000675398],"genre_scores_gemma":[0.99565816,0.00075680605,0.0019261643,0.000033499033,0.000008639457,0.000025624757,0.00024630834,0.000024147994,0.0013206971],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998609,0.000016579537,0.000013575214,0.00002465192,0.00006949075,0.000014840599],"domain_scores_gemma":[0.999819,0.000050293896,0.0000540969,0.000009256477,0.000046705747,0.000020718098],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020452679,0.00030033677,0.00022254513,0.00036612994,0.00010776978,0.00020498011,0.00014825081,0.00024612018,0.0008443503],"category_scores_gemma":[0.000425316,0.0001224363,0.00021843547,0.00023509726,0.00015624614,0.00032147087,0.0001286191,0.0003679428,0.0002113146],"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":[0.000059199538,0.00001175048,0.00029437087,0.000069890404,0.0000046897035,0.000034829533,0.000025268708,0.00011774705,0.9972633,0.000018378501,0.000022560265,0.0020780663],"study_design_scores_gemma":[0.0000059549625,0.00031986923,0.0064376774,0.000012948269,0.000021940714,0.00008915036,0.000055972032,0.0011264058,0.9904771,0.000020500047,0.0014191628,0.0000133097465],"about_ca_topic_score_codex":0.00039207446,"about_ca_topic_score_gemma":0.000869623,"teacher_disagreement_score":0.0008443503,"about_ca_system_score_codex":0.00015772144,"about_ca_system_score_gemma":0.00008808846,"threshold_uncertainty_score":0.002824664},"labels":[],"label_agreement":null},{"id":"W4408184437","doi":"10.1016/j.conbuildmat.2025.140573","title":"Simulation of hydration reactions and microstructural characteristics of cemented tailings backfill under temperature effects","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Science Foundation of Shaanxi Province","keywords":"Tailings; Materials science; Geotechnical engineering; Microstructure; Composite material; Metallurgy; Geology","score_opus":0.005194710821147738,"score_gpt":0.21231415768275255,"score_spread":0.20711944686160483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408184437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99381644,0.00003880481,0.0028427108,0.00003642424,0.000010782646,0.0000170633,0.00022305489,0.00008673099,0.0029279708],"genre_scores_gemma":[0.9985185,0.00001738945,0.00065589807,0.0000057577163,0.0000013550364,0.000009825967,0.00009181638,0.000012952477,0.0006864169],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999201,0.000010247736,0.0000035174462,0.000015638483,0.00001963319,0.000030727104],"domain_scores_gemma":[0.9996655,0.00018862668,0.000039684834,0.000027731232,0.000046864985,0.00003158217],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018071145,0.0004267144,0.00046982602,0.0003069098,0.0004587176,0.00040517634,0.00068851287,0.0009849984,0.003594996],"category_scores_gemma":[0.00061591255,0.00035364047,0.00064077426,0.00031758327,0.0005536281,0.00045570257,0.0002885605,0.00039709196,0.00017948159],"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":[0.00013740639,0.000076972654,0.0022055823,0.000036518184,0.000014036195,0.00015810129,0.000042258784,0.98730487,0.008238198,0.0003634265,0.00009929077,0.0013233179],"study_design_scores_gemma":[0.000012802151,0.000057010264,0.0012722481,0.0000023923142,0.000006458208,0.000013141616,0.000029653609,0.99442,0.004001646,0.00008028709,0.00009834683,0.000005976285],"about_ca_topic_score_codex":0.012307253,"about_ca_topic_score_gemma":0.0069468804,"teacher_disagreement_score":0.012307253,"about_ca_system_score_codex":0.00056100904,"about_ca_system_score_gemma":0.0006527002,"threshold_uncertainty_score":0.024471223},"labels":[],"label_agreement":null},{"id":"W4408220704","doi":"10.1016/j.gsme.2025.02.002","title":"Stability analysis and strength optimization of cemented tailings backfill in high-temperature mining","year":2025,"lang":"en","type":"article","venue":"Green and Smart Mining Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"National Natural Science Foundation of China","keywords":"Tailings; Geotechnical engineering; Stability (learning theory); Environmental science; Mining engineering; Geology; Materials science; Metallurgy; Computer science","score_opus":0.005894580839700434,"score_gpt":0.17625088996243626,"score_spread":0.17035630912273583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408220704","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9519615,0.0002183565,0.046289444,0.00004132031,0.000008508285,0.000015656013,0.00005255265,0.00008160249,0.0013309941],"genre_scores_gemma":[0.9959949,0.000054708264,0.0036553661,0.0000035647638,7.280552e-7,0.000008806969,0.000021806069,0.000007547454,0.0002525348],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985945,0.000016803864,0.000006756948,0.000024961677,0.000063190724,0.000028814953],"domain_scores_gemma":[0.9998313,0.000048096106,0.000047306297,0.000015411926,0.00004585932,0.000011920049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044559798,0.00036255154,0.00045840465,0.00044245337,0.00025045956,0.00043042205,0.00037471487,0.00050851796,0.00053677475],"category_scores_gemma":[0.0005201274,0.00025939805,0.00065942353,0.00025888166,0.00039457277,0.00039252365,0.00033448995,0.00020666646,0.0001054701],"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":[0.00020357664,0.000078092984,0.008539062,0.00018125521,0.000034467233,0.00032257522,0.00008470053,0.8165249,0.15930396,0.00096575636,0.00012039003,0.013641263],"study_design_scores_gemma":[0.000013171626,0.00018398606,0.0031311729,0.000007305235,0.000022874507,0.00004415139,0.00006092177,0.96129113,0.034645334,0.0002848594,0.00030242637,0.000012631009],"about_ca_topic_score_codex":0.0024475863,"about_ca_topic_score_gemma":0.0026700473,"teacher_disagreement_score":0.0024475863,"about_ca_system_score_codex":0.00038293205,"about_ca_system_score_gemma":0.0004687262,"threshold_uncertainty_score":0.0048667192},"labels":[],"label_agreement":null},{"id":"W4408473447","doi":"10.1016/j.cemconcomp.2025.106048","title":"Water quenching and grinding of ladle furnace slag for use as supplementary cementitious material in cemented mine backfills","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Tailings Management and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre de Recherche Industrielle du Québec; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada; ArcelorMittal","keywords":"Cementitious; Grinding; Metallurgy; Slag (welding); Quenching (fluorescence); Materials science; Cement","score_opus":0.00898701069600593,"score_gpt":0.2065067163238566,"score_spread":0.19751970562785065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408473447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99648947,0.00016487749,0.002053873,0.000020638849,0.000007361507,0.000023506283,0.00007995357,0.00007115736,0.0010891152],"genre_scores_gemma":[0.99688065,0.00006203203,0.0013304309,0.000011502657,0.0000021048884,0.0000069753437,0.000052689098,0.000021363347,0.001632254],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982613,0.000023715651,0.000007746917,0.000036564525,0.00006261431,0.00004329207],"domain_scores_gemma":[0.999864,0.000046522822,0.000028440323,0.000011958285,0.000028665707,0.00002038838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028493546,0.00020950803,0.00036951952,0.00029376018,0.0004262922,0.00022798026,0.00029358212,0.00025594272,0.0020693687],"category_scores_gemma":[0.00036403575,0.00017409505,0.00026344295,0.00022110058,0.000322175,0.00027857942,0.00016858347,0.00037071973,0.00022063876],"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":[0.00052925135,0.00007770652,0.001075647,0.000067916204,0.0000067000465,0.000033561595,0.00012807925,0.0011651601,0.98811483,0.000121554665,0.00009398546,0.008585622],"study_design_scores_gemma":[0.000010512371,0.0004097863,0.0074107843,0.0000034160482,0.000010724596,0.000017631455,0.000044118653,0.001878981,0.9896018,0.00004211715,0.00056392147,0.000006122667],"about_ca_topic_score_codex":0.0068028,"about_ca_topic_score_gemma":0.020365667,"teacher_disagreement_score":0.0068028,"about_ca_system_score_codex":0.0004896636,"about_ca_system_score_gemma":0.000569639,"threshold_uncertainty_score":0.01352638},"labels":[],"label_agreement":null},{"id":"W4408494463","doi":"10.1061/ijgnai.gmeng-9769","title":"Understanding the Triaxial Behavior of Cemented Tailings Backfill Reinforced with Fibers","year":2025,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Tailings Management and Properties","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":"University of Ottawa","funders":"","keywords":"Geotechnical engineering; Tailings; Geology; Materials science; Metallurgy","score_opus":0.02925671403352774,"score_gpt":0.23413234843494243,"score_spread":0.2048756344014147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408494463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996403,0.000611473,0.0024683792,0.000016378526,0.0000046711834,0.0000061892456,0.00008766145,0.00002575431,0.0003765186],"genre_scores_gemma":[0.9978377,0.0003397765,0.0013197414,0.000012162933,0.000002468454,0.00000858488,0.00009104479,0.000008451662,0.00038008534],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998634,0.000010572485,0.000010069073,0.0000296182,0.000058698704,0.000027765196],"domain_scores_gemma":[0.9997377,0.000036504534,0.00011361097,0.000017824652,0.000069726135,0.000024633891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029486688,0.00033501972,0.00016690754,0.00047626207,0.00015160683,0.00021888538,0.00015992353,0.00030100206,0.0005672111],"category_scores_gemma":[0.00024324167,0.00019811468,0.00017740972,0.00024765966,0.00037524896,0.00045810564,0.0001364971,0.0003534853,0.00014198464],"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":[0.000023713703,0.0000114034865,0.0013219506,0.000049277605,0.0000030320207,0.00004871391,0.000058813566,0.0005641675,0.9959461,0.000035018784,0.0000123614755,0.001925362],"study_design_scores_gemma":[0.0000028568102,0.0002787385,0.043706853,0.00001687222,0.00001635346,0.00016479749,0.0002729856,0.005931117,0.9482389,0.00006342552,0.0012904566,0.0000166345],"about_ca_topic_score_codex":0.0015906442,"about_ca_topic_score_gemma":0.004955702,"teacher_disagreement_score":0.0015906442,"about_ca_system_score_codex":0.00021374975,"about_ca_system_score_gemma":0.0001946243,"threshold_uncertainty_score":0.0031628013},"labels":[],"label_agreement":null},{"id":"W4408578568","doi":"10.1016/j.dibe.2025.100648","title":"Self-healing responses of cementitious tailings materials to changing drainage conditions","year":2025,"lang":"en","type":"article","venue":"Developments in the Built Environment","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":"Tailings; Cementitious; Drainage; Environmental science; Geotechnical engineering; Geology; Materials science; Metallurgy; Cement","score_opus":0.010593311510486673,"score_gpt":0.22307255148038668,"score_spread":0.2124792399699,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408578568","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99809355,0.00037854622,0.0008985895,0.000016015858,0.000011815347,0.000012240264,0.000095673786,0.00004029924,0.00045335613],"genre_scores_gemma":[0.9988085,0.00013331517,0.0005615469,0.000019480172,0.00000215313,0.000014827496,0.00006667547,0.000010635285,0.00038297093],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997899,0.000022275774,0.000021062884,0.00003691004,0.00009346086,0.000036389752],"domain_scores_gemma":[0.9995491,0.00011336779,0.00010072424,0.000040665116,0.00015463166,0.00004151556],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031849317,0.00031508884,0.000220932,0.00039282703,0.00022401297,0.0002763673,0.00021705359,0.00036490615,0.00095505826],"category_scores_gemma":[0.00084926543,0.00019978093,0.00019186237,0.00030456248,0.0004499824,0.00039125624,0.00026004383,0.00040165367,0.000149594],"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":[0.00014014437,0.000031238458,0.0019723647,0.00011530788,0.000010842089,0.000103569124,0.00024238828,0.0010582942,0.98995215,0.000107247266,0.000093466835,0.0061729285],"study_design_scores_gemma":[0.0000071086315,0.00029185732,0.009685661,0.000018809118,0.000018413208,0.00010103118,0.00026483668,0.0033050405,0.9847947,0.00008410654,0.0014082276,0.000020227482],"about_ca_topic_score_codex":0.00088431645,"about_ca_topic_score_gemma":0.0027191783,"teacher_disagreement_score":0.00095505826,"about_ca_system_score_codex":0.00025217832,"about_ca_system_score_gemma":0.00019554357,"threshold_uncertainty_score":0.0031949282},"labels":[],"label_agreement":null},{"id":"W4408799066","doi":"10.1039/d4en00940a","title":"Enhanced mineral carbonation on surface functionalized MgO as a proxy for mine tailings","year":2025,"lang":"en","type":"article","venue":"Environmental Science Nano","topic":"Tailings Management and Properties","field":"Engineering","cited_by":7,"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":"Division of Materials Research; Canadian Institute for Advanced Research; Vagelos Institute for Energy Science and Technology, University of Pennsylvania; Materials Research Science and Engineering Center, Harvard University; University of Pennsylvania; National Science Foundation","keywords":"Carbonation; Tailings; Mineral; Proxy (statistics); Environmental science; Geology; Mineralogy; Materials science; Metallurgy; Composite material; Computer science","score_opus":0.005676718118501368,"score_gpt":0.20223255050715344,"score_spread":0.19655583238865207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408799066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99298465,0.0006110451,0.0020441369,0.00014967003,0.000029874682,0.000011458774,0.00024767537,0.000039695085,0.0038817525],"genre_scores_gemma":[0.99872345,0.000202578,0.0005590551,0.000015971695,0.0000025161733,0.000005537871,0.000109649176,0.000006571645,0.00037464965],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992347,0.000008608241,0.0000025536415,0.000013422211,0.000031472653,0.000020548725],"domain_scores_gemma":[0.9999392,0.00002831942,0.000007502311,0.000007048468,0.000012341152,0.000005489253],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012038865,0.00022124819,0.00017275628,0.00010491169,0.0001950596,0.00019982722,0.00029952868,0.0002979647,0.0022616626],"category_scores_gemma":[0.00027245007,0.000074067975,0.00013655268,0.00011390581,0.00021571401,0.000282097,0.00021494881,0.00031971402,0.00018460405],"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":[0.00071108976,0.00008978774,0.0021317431,0.0007514345,0.000036446476,0.0003262217,0.00014325698,0.019123964,0.95675427,0.007403619,0.0010054383,0.011522643],"study_design_scores_gemma":[0.00006672841,0.00048387668,0.0037452586,0.00003263342,0.000029549845,0.00008526371,0.00016717054,0.06957528,0.9197771,0.0014950049,0.004514065,0.000027962293],"about_ca_topic_score_codex":0.0017820911,"about_ca_topic_score_gemma":0.004686155,"teacher_disagreement_score":0.0022616626,"about_ca_system_score_codex":0.00034716324,"about_ca_system_score_gemma":0.00016555157,"threshold_uncertainty_score":0.007566035},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99801445,0.00037690406,0.0005315075,0.000016692558,0.0000052507785,0.000027666798,0.000067477005,0.000021958114,0.000938146],"genre_scores_gemma":[0.99763596,0.00024058216,0.0010022002,0.000007611557,0.000001351054,0.000009294107,0.00005096941,0.0000076244096,0.0010444734],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999752,0.00003451809,0.0000118734715,0.000033393317,0.000095097406,0.000073104486],"domain_scores_gemma":[0.99989796,0.000013460555,0.000021040043,0.0000074765103,0.000034204262,0.000025790283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029219934,0.00030824813,0.0003213768,0.0004983667,0.0003283037,0.0006326809,0.00031467518,0.00023647783,0.00064455764],"category_scores_gemma":[0.0001726382,0.00013631214,0.0002914398,0.00040291576,0.00036323842,0.00020109197,0.00025605012,0.00028161786,0.00023547727],"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":[0.0001528965,0.00004528357,0.0012289962,0.00012198599,0.000010020165,0.0001599903,0.00007277652,0.0005484546,0.9923477,0.00006331394,0.00003771652,0.005210865],"study_design_scores_gemma":[0.000011114507,0.00058342534,0.009573922,0.00001820157,0.000025228335,0.000088563116,0.00023422521,0.0010200039,0.9858802,0.000026277334,0.0025267424,0.000012053954],"about_ca_topic_score_codex":0.032306295,"about_ca_topic_score_gemma":0.115262866,"teacher_disagreement_score":0.032306295,"about_ca_system_score_codex":0.0012178377,"about_ca_system_score_gemma":0.0009806022,"threshold_uncertainty_score":0.06423646},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982881,0.0005269694,0.0005774499,0.00001251104,0.0000059799786,0.000018995363,0.0001751562,0.000009672688,0.00038523597],"genre_scores_gemma":[0.99687433,0.00059160194,0.0016396521,0.000015216666,0.0000042808238,0.000030322792,0.00016664658,0.000009211489,0.00066868844],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995697,0.000077658944,0.00003768494,0.00006772293,0.00020111087,0.00004605052],"domain_scores_gemma":[0.99956626,0.00011044758,0.00013948187,0.000020269532,0.000114527174,0.000048923954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062356895,0.00043112776,0.00029448,0.0005179086,0.00017972906,0.0003666804,0.00021410668,0.0004291819,0.0008166295],"category_scores_gemma":[0.0006962489,0.0001570984,0.0003262208,0.00039031426,0.00027343034,0.00034006525,0.00024574384,0.000476594,0.0001423109],"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":[0.00024659926,0.00005790122,0.0022902954,0.000083095794,0.000015203518,0.000039400267,0.00006037368,0.0002570921,0.9945703,0.000023527871,0.000013370358,0.002342894],"study_design_scores_gemma":[0.00000782515,0.0015660633,0.016832585,0.000017135897,0.00004312395,0.00007619663,0.00016864366,0.0012422553,0.9793066,0.000021876009,0.0007022874,0.000015429583],"about_ca_topic_score_codex":0.0013395229,"about_ca_topic_score_gemma":0.0022739724,"teacher_disagreement_score":0.0013395229,"about_ca_system_score_codex":0.00018537029,"about_ca_system_score_gemma":0.00023572752,"threshold_uncertainty_score":0.0032978058},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983779,0.00012049328,0.0007256748,0.0000142347735,0.000004923104,0.000019790052,0.0002747439,0.000020786903,0.00044138232],"genre_scores_gemma":[0.9979943,0.00018367163,0.0008175084,0.000020599977,0.0000028231298,0.000017739381,0.00024329242,0.000009375175,0.0007106558],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973875,0.000013156971,0.000017952518,0.00004117241,0.00014348002,0.000045470642],"domain_scores_gemma":[0.9996648,0.00006567023,0.000066929,0.000021441692,0.00014129443,0.000039844686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002961397,0.0003233033,0.00027361154,0.00039760844,0.00026546963,0.0002783978,0.00028723202,0.0003197305,0.0011521637],"category_scores_gemma":[0.0004934773,0.00017681626,0.00021172197,0.00040005564,0.00038690772,0.00024215477,0.00023643994,0.0003886379,0.00017859966],"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":[0.00018170109,0.000036480746,0.008628411,0.0000880236,0.000011642535,0.00022013615,0.00019687838,0.0010055683,0.9850114,0.000023680206,0.00007002864,0.0045261392],"study_design_scores_gemma":[0.000013625798,0.001086143,0.17646284,0.000021370337,0.00004495757,0.00021770196,0.0009430586,0.007821314,0.81171674,0.000076707605,0.0015613432,0.00003411201],"about_ca_topic_score_codex":0.013681806,"about_ca_topic_score_gemma":0.028706765,"teacher_disagreement_score":0.013681806,"about_ca_system_score_codex":0.00035070162,"about_ca_system_score_gemma":0.00032773457,"threshold_uncertainty_score":0.027204335},"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":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971328,0.00031632406,0.0016954074,0.00009593337,0.000008795515,0.000033395936,0.00012427635,0.000029299543,0.00056362175],"genre_scores_gemma":[0.99710876,0.00021465345,0.0022771023,0.000035474728,0.0000060306597,0.000020421472,0.00008660402,0.000016043157,0.00023486743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99910873,0.0002848544,0.000108846456,0.00010440554,0.0003107236,0.00008241911],"domain_scores_gemma":[0.99821365,0.00072818156,0.00050114904,0.00013916567,0.000329328,0.00008850042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017113547,0.0003903392,0.00033101786,0.00030716212,0.00032039388,0.0010937981,0.0006719733,0.0006237851,0.0010052291],"category_scores_gemma":[0.003488453,0.0001978519,0.00028488468,0.00029095644,0.00043787275,0.0007782799,0.0004864072,0.000470817,0.0002493176],"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":[0.00065104174,0.00010343176,0.0053696474,0.00011819929,0.000019572692,0.00013678275,0.000091873735,0.0011049483,0.98569816,0.0000662128,0.000041844283,0.0065981597],"study_design_scores_gemma":[0.000019276125,0.0024941855,0.028818142,0.00003683626,0.00006653216,0.00021331446,0.00062576483,0.0019278085,0.96388185,0.0001251428,0.0017630899,0.000027995555],"about_ca_topic_score_codex":0.001379789,"about_ca_topic_score_gemma":0.0028835603,"teacher_disagreement_score":0.0017113547,"about_ca_system_score_codex":0.00033346182,"about_ca_system_score_gemma":0.0003300898,"threshold_uncertainty_score":0.009050608},"labels":[],"label_agreement":null},{"id":"W4409408164","doi":"10.3390/pr13041171","title":"Optimizing Lime-Based Cemented Paste Backfill for Potash Mines: A Comprehensive Loop Test Study on Slurry Transportation Characteristics","year":2025,"lang":"en","type":"article","venue":"Processes","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":"University of the Fraser Valley","funders":"National Key Research and Development Program of China","keywords":"Potash; Slurry; Lime; Geotechnical engineering; Cement; Environmental science; Metallurgy; Mining engineering; Geology; Materials science; Environmental engineering; Potassium","score_opus":0.02267120878999491,"score_gpt":0.24161769935421137,"score_spread":0.21894649056421647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409408164","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855703,0.00007356383,0.0011002698,0.00000995656,0.000001716867,0.000018242356,0.0000633388,0.000025203159,0.00015075917],"genre_scores_gemma":[0.9981957,0.000104363964,0.0013879822,0.0000042104907,6.837257e-7,0.000013928404,0.00007346207,0.000007695525,0.0002118907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997211,0.00004337513,0.000024283467,0.00004710958,0.00012177392,0.000042267515],"domain_scores_gemma":[0.9997236,0.00008482374,0.00007333549,0.000028044127,0.00007425411,0.000015977766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00060608785,0.0004102249,0.00057332363,0.00033057728,0.00023816538,0.0004643385,0.00049180625,0.00045800037,0.00043623228],"category_scores_gemma":[0.0006448265,0.00017816118,0.00054470496,0.00027218627,0.0002614669,0.00056722516,0.00032826304,0.00029819546,0.00011790009],"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":[0.0006370764,0.00061116007,0.011207019,0.0003494025,0.000047902824,0.00028578137,0.00016646477,0.045249205,0.9220718,0.00013259951,0.00010287816,0.019138684],"study_design_scores_gemma":[0.000054305583,0.004956957,0.014443373,0.000013574622,0.000073141135,0.00012947407,0.00021023312,0.05146479,0.9275511,0.00007335789,0.0009934191,0.000036308662],"about_ca_topic_score_codex":0.0019643267,"about_ca_topic_score_gemma":0.0035192224,"teacher_disagreement_score":0.0019643267,"about_ca_system_score_codex":0.0006106732,"about_ca_system_score_gemma":0.0003763052,"threshold_uncertainty_score":0.0044308305},"labels":[],"label_agreement":null},{"id":"W4409764520","doi":"10.1061/jmcee7.mteng-19500","title":"Self-Healing Capacity of Cemented Paste Backfill in Response to Internal Sulfate Exposure","year":2025,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","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":"University of Ottawa","funders":"","keywords":"Sulfate; Geotechnical engineering; Materials science; Composite material; Engineering; Metallurgy","score_opus":0.009347014927427835,"score_gpt":0.20378940440673562,"score_spread":0.19444238947930778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409764520","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99873704,0.00032430873,0.0006260662,0.000009102274,0.000004992222,0.000009420867,0.000048900154,0.000022163958,0.00021804392],"genre_scores_gemma":[0.9985164,0.0001907044,0.00072522496,0.00001494003,0.0000027228193,0.000011300517,0.0000643389,0.000010780067,0.00046361683],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997756,0.000025559013,0.000013695519,0.000040607243,0.00011002817,0.000034542285],"domain_scores_gemma":[0.9997255,0.000048810478,0.00009272243,0.000027439613,0.00007122373,0.000034210432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001998158,0.0003114859,0.00033058485,0.00019745594,0.000114315924,0.00022173158,0.00017266982,0.00025355953,0.0008056544],"category_scores_gemma":[0.00032771894,0.00012526881,0.0002183428,0.00011972854,0.00026212234,0.00025006704,0.00024109527,0.00029387954,0.000120665514],"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":[0.000052094467,0.0000089877485,0.0002696561,0.000026314325,0.0000028046538,0.000024206985,0.000022403883,0.000059476162,0.9987608,0.0000054891616,0.0000046000414,0.00076299853],"study_design_scores_gemma":[0.0000015367165,0.00028839058,0.003579984,0.000002943392,0.0000063941006,0.000039172348,0.00003450953,0.00030507706,0.9955238,0.000008313386,0.00020693478,0.0000029197095],"about_ca_topic_score_codex":0.0004241014,"about_ca_topic_score_gemma":0.0007829805,"teacher_disagreement_score":0.0008056544,"about_ca_system_score_codex":0.00014786878,"about_ca_system_score_gemma":0.00013480458,"threshold_uncertainty_score":0.0026951432},"labels":[],"label_agreement":null},{"id":"W4409799941","doi":"10.11159/icgre25.207","title":"On the Coupled Hydro-Mechanical Behaviour of Tailings Under Unsaturated Conditions","year":2025,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Computer science; Environmental science; Geology; Geotechnical engineering; Materials science; Metallurgy","score_opus":0.005475276093525769,"score_gpt":0.18424166601899303,"score_spread":0.17876638992546726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409799941","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990834,0.000054043492,0.0004776789,0.00000469871,9.846506e-7,0.0000044927774,0.00005897785,0.0000057906677,0.00030985902],"genre_scores_gemma":[0.99952066,0.000055992885,0.00016781813,0.0000047618328,0.0000015522194,0.0000027883864,0.00006434915,0.0000021563014,0.00017998884],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99987125,0.000014392369,0.000009134468,0.00002342734,0.000050508697,0.00003121452],"domain_scores_gemma":[0.99976057,0.00006988871,0.00005990458,0.000021920472,0.00006623483,0.00002140015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002181757,0.00022650497,0.00021416017,0.000710693,0.00022961879,0.00026008228,0.00018152312,0.00019501163,0.0013845791],"category_scores_gemma":[0.00033768537,0.00013214741,0.00016012967,0.00048337862,0.00051719334,0.00025748447,0.00026515874,0.00018623518,0.00026031595],"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":[0.00027026093,0.00006757928,0.04330191,0.0001704368,0.000028880278,0.00039925906,0.0004476315,0.003094482,0.93922234,0.00013008495,0.00005370904,0.012813464],"study_design_scores_gemma":[0.000008757123,0.0010240468,0.6132907,0.000034265813,0.000049942406,0.00043224418,0.001626806,0.011228071,0.37073156,0.00033723586,0.0012057702,0.00003052837],"about_ca_topic_score_codex":0.0013565994,"about_ca_topic_score_gemma":0.0040892814,"teacher_disagreement_score":0.0013845791,"about_ca_system_score_codex":0.0001322842,"about_ca_system_score_gemma":0.00015005315,"threshold_uncertainty_score":0.004631877},"labels":[],"label_agreement":null},{"id":"W4410025369","doi":"10.1016/j.compgeo.2025.107293","title":"Coupled chemo-mechanical modeling of early-age pastefill material under cyclic loading","year":2025,"lang":"en","type":"article","venue":"Computers and Geotechnics","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Structural engineering; Composite material; Engineering","score_opus":0.011829584404085354,"score_gpt":0.19875288168715113,"score_spread":0.18692329728306578,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410025369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7788575,0.001014104,0.1873971,0.000592374,0.000079857164,0.00019574199,0.0008742193,0.00047073487,0.030518332],"genre_scores_gemma":[0.98830855,0.00033914624,0.0065271724,0.000055918237,0.000008170895,0.0001270786,0.00014679565,0.000040569026,0.004446625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984753,0.000023260973,0.000008743328,0.000038651502,0.000053447075,0.00002843584],"domain_scores_gemma":[0.9998354,0.000054419746,0.000039680337,0.000020720949,0.000032592034,0.000017256165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025704518,0.00056340435,0.00041602785,0.0005271509,0.00030372824,0.0007545516,0.0011476437,0.0018108186,0.0011886616],"category_scores_gemma":[0.0005346161,0.00039189323,0.0006439522,0.00039614257,0.0010819297,0.0006761441,0.00063131115,0.00048083317,0.00026896913],"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":[0.000018372892,0.000035319394,0.0009360114,0.000027418928,0.000008316134,0.000120099496,0.000047152134,0.98422825,0.010815952,0.0014992737,0.00009610269,0.002167703],"study_design_scores_gemma":[0.000002320441,0.0000123601085,0.00032897215,0.000002617687,0.000002562487,0.000012797831,0.000009599532,0.9986206,0.0006528572,0.00018333961,0.00016756442,0.0000044456397],"about_ca_topic_score_codex":0.00881669,"about_ca_topic_score_gemma":0.005059432,"teacher_disagreement_score":0.00881669,"about_ca_system_score_codex":0.00068250584,"about_ca_system_score_gemma":0.0007777394,"threshold_uncertainty_score":0.01753074},"labels":[],"label_agreement":null},{"id":"W4410056099","doi":"10.33002/nr2581.6853.080141","title":"International Practice of Compensation for Damage Caused by Environmental Violations in the Management of Tailings Storage Facilities and Waste Dumps","year":2025,"lang":"en","type":"article","venue":"Grassroots Journal of Natural Resources","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; Compensation (psychology); Waste management; Environmental science; Business; Environmental protection; Environmental planning; Engineering; Chemistry","score_opus":0.007747233778152749,"score_gpt":0.22282378458772525,"score_spread":0.2150765508095725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410056099","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17306602,0.02680799,0.22748826,0.027962405,0.0024183353,0.0026207168,0.0007158051,0.0011362524,0.5377842],"genre_scores_gemma":[0.759163,0.012005461,0.16494118,0.004111784,0.00047165283,0.0009291444,0.00047095594,0.00032344196,0.057583373],"study_design_codex":"design_other","study_design_gemma":"qualitative","domain_scores_codex":[0.9590952,0.011669186,0.006248502,0.0036334884,0.016899057,0.002454549],"domain_scores_gemma":[0.9646507,0.006403537,0.007945797,0.007205027,0.012631242,0.0011637887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.025482448,0.0009572037,0.00050008553,0.005546276,0.0038338727,0.006053544,0.0036703183,0.0027311358,0.003619676],"category_scores_gemma":[0.030233238,0.00045351178,0.00080156326,0.0049528317,0.006938375,0.00356815,0.0064930446,0.0029718943,0.0009014077],"study_design_candidate":"qualitative","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":[0.00010368348,0.00030916525,0.04542771,0.001758015,0.00014844412,0.0010149152,0.030177442,0.005663472,0.009360329,0.18482418,0.02532551,0.695887],"study_design_scores_gemma":[0.000028433933,0.0005757784,0.077210106,0.0044732327,0.00016038866,0.0023215746,0.023155652,0.0033155507,0.016697314,0.022031792,0.8497376,0.0002925242],"about_ca_topic_score_codex":0.0140370205,"about_ca_topic_score_gemma":0.020577073,"teacher_disagreement_score":0.025482448,"about_ca_system_score_codex":0.006314149,"about_ca_system_score_gemma":0.019226512,"threshold_uncertainty_score":0.13476568},"labels":[],"label_agreement":null},{"id":"W4410218020","doi":"10.1007/s00603-025-04595-5","title":"Development of a Method to Predict the Nonlinear Mechanical Response of Cemented Paste Backfill to Mining Induced Closure Strains","year":2025,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Closure (psychology); Geotechnical engineering; Nonlinear system; Geology; Structural engineering; Engineering; Forensic engineering; Materials science; Physics","score_opus":0.015263521331881823,"score_gpt":0.2326695657021662,"score_spread":0.21740604437028438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410218020","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.057475507,0.000048077545,0.939383,0.000037056405,0.000032929238,0.00006938845,0.00009910379,0.0015981864,0.0012567868],"genre_scores_gemma":[0.6710214,0.00009792601,0.32410145,0.00003085519,0.000020585729,0.00023341461,0.00024348262,0.00020889548,0.004042105],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999225,0.000008755173,0.000004452802,0.00001617816,0.00004012497,0.0000079306155],"domain_scores_gemma":[0.99975866,0.00009134733,0.000022585265,0.00002586975,0.00008907874,0.000012464849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022088397,0.0004926778,0.00040626916,0.00036451378,0.0003611193,0.0003747629,0.00070905214,0.0007739747,0.0012578525],"category_scores_gemma":[0.0006968633,0.00030241645,0.00041607188,0.0002263968,0.00023976868,0.00038146225,0.0002904617,0.0005153637,0.00044277823],"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":[0.00005200458,0.00013844325,0.0032818464,0.00005973327,0.000049117538,0.00012692666,0.000051082734,0.8511262,0.059794992,0.0017867594,0.0005128343,0.083020024],"study_design_scores_gemma":[0.0000029040923,0.000010958363,0.00017704026,0.0000011219126,0.0000021193512,0.000007301382,0.0000028768357,0.99507797,0.0044157887,0.00010085728,0.00019807629,0.0000030488663],"about_ca_topic_score_codex":0.008708461,"about_ca_topic_score_gemma":0.0067616254,"teacher_disagreement_score":0.008708461,"about_ca_system_score_codex":0.00034729266,"about_ca_system_score_gemma":0.0011046833,"threshold_uncertainty_score":0.017315507},"labels":[],"label_agreement":null},{"id":"W4410500560","doi":"10.3390/min15050538","title":"The Utilization of Slag, Steel Slag, and Desulfurization Gypsum as Binder Systems in UHPC with Iron Tailings and Steel Fibers—A Review","year":2025,"lang":"en","type":"article","venue":"Minerals","topic":"Tailings Management and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of the Fraser Valley","funders":"Higher Education Discipline Innovation Project; National Social Science Fund of China; National Office for Philosophy and Social Sciences","keywords":"Flue-gas desulfurization; Tailings; Slag (welding); Gypsum; Metallurgy; Materials science; Steelmaking; Ground granulated blast-furnace slag; Waste management; Cement; Engineering","score_opus":0.013945411192112595,"score_gpt":0.22605752055490633,"score_spread":0.21211210936279373,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410500560","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0054924446,0.9898142,0.0011412763,0.00012665155,0.000116456766,0.000015721738,0.000037047437,0.000016526032,0.0032397558],"genre_scores_gemma":[0.018904602,0.9775457,0.0013676501,0.00011765457,0.00009883896,0.00001807891,0.000064451124,0.000008236701,0.0018748685],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99972886,0.000027961325,0.00003778285,0.0000720803,0.00010295932,0.000030292364],"domain_scores_gemma":[0.9997991,0.00009324724,0.000050573108,0.000008127233,0.00003748724,0.000011501902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004698703,0.0009285896,0.0007826781,0.002254789,0.00030577162,0.000772744,0.0005423729,0.0009584018,0.0015500402],"category_scores_gemma":[0.0003506884,0.00038718237,0.0005554569,0.0016011099,0.00034217583,0.0012866118,0.00048050168,0.0008128726,0.00087421236],"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":[0.0001015949,0.00028423787,0.00070645567,0.034968175,0.0002095511,0.00039760958,0.00024765814,0.002217904,0.068239085,0.0062981294,0.004154091,0.8821755],"study_design_scores_gemma":[0.00001302241,0.00073075923,0.0020444733,0.0030696478,0.00036678574,0.001634746,0.0002230395,0.000719292,0.059633523,0.0014054021,0.9301042,0.000055045595],"about_ca_topic_score_codex":0.0010697835,"about_ca_topic_score_gemma":0.0023376045,"teacher_disagreement_score":0.002254789,"about_ca_system_score_codex":0.00038631874,"about_ca_system_score_gemma":0.00060438726,"threshold_uncertainty_score":0.0051854253},"labels":[],"label_agreement":null},{"id":"W4410946350","doi":"10.1016/j.undsp.2025.02.008","title":"Heterogeneity of field cemented rockfill at a Canadian hard-rock mine","year":2025,"lang":"en","type":"article","venue":"Underground Space","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Field (mathematics); Mining engineering; Mathematics","score_opus":0.011926516910025069,"score_gpt":0.20456774547295803,"score_spread":0.19264122856293295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410946350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989324,0.000023726108,0.00014597276,0.000009085441,5.047268e-7,0.000009208042,0.00022217682,0.000008978805,0.0006479056],"genre_scores_gemma":[0.9994444,0.000020598945,0.00014190776,0.000005018545,4.942806e-7,0.000003970704,0.00015925961,0.0000028794243,0.0002213244],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99937576,0.00001563434,0.000018651777,0.00010571437,0.00031793362,0.00016629984],"domain_scores_gemma":[0.9993761,0.000046219688,0.00008885921,0.000025698107,0.00038016433,0.00008301331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027764024,0.00024297768,0.00023930368,0.0012637621,0.001266308,0.0007147817,0.000593728,0.00027337167,0.0007805887],"category_scores_gemma":[0.0005272389,0.00021743246,0.00014926272,0.0009592272,0.0010648962,0.00024464182,0.00034565682,0.00020515863,0.00010963167],"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":[0.00048682722,0.0001443448,0.42804047,0.000116372525,0.000059835613,0.0008368788,0.0017781256,0.005109436,0.54624444,0.00032861606,0.0004199345,0.016434725],"study_design_scores_gemma":[0.00000778625,0.00012210388,0.9529698,0.000007880728,0.00001868911,0.0002190124,0.001391168,0.0016572673,0.042460233,0.000048998892,0.001077022,0.000020018142],"about_ca_topic_score_codex":0.54520905,"about_ca_topic_score_gemma":0.8021813,"teacher_disagreement_score":0.45479095,"about_ca_system_score_codex":0.0031273852,"about_ca_system_score_gemma":0.0033803035,"threshold_uncertainty_score":0.9149386},"labels":[],"label_agreement":null},{"id":"W4411857358","doi":"10.1016/j.mineng.2025.109561","title":"Rapid tailings dewatering by flocculation-sedimentation-filtration-microwave sequential treatment","year":2025,"lang":"en","type":"article","venue":"Minerals Engineering","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":"Imperial Oil (Canada); Canadian Natural Resources; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates; Institute for Oil Sands Innovation, University of Alberta; Imperial Oil Limited","keywords":"Tailings; Dewatering; Flocculation; Sedimentation; Filtration (mathematics); Waste management; Microwave; Environmental science; Pulp and paper industry; Materials science; Environmental engineering; Engineering; Geology; Metallurgy; Geotechnical engineering; Mathematics; Sediment","score_opus":0.010728457249843242,"score_gpt":0.20624038318295282,"score_spread":0.19551192593310956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411857358","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92607635,0.0023240591,0.068452455,0.00009215117,0.00008006026,0.00028359258,0.00014306488,0.00047179282,0.002076462],"genre_scores_gemma":[0.97108907,0.001041878,0.025873857,0.000048377762,0.000017993874,0.00011715422,0.00012103204,0.000026976197,0.0016636988],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998771,0.000007722483,0.000010344847,0.000033582513,0.000044920627,0.000026253572],"domain_scores_gemma":[0.99994254,0.000009316696,0.000023114882,0.000005904424,0.000012397013,0.0000067052297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015378746,0.00054243335,0.0003058197,0.00029930286,0.00018322222,0.00018754994,0.00025171784,0.00030239942,0.00059460883],"category_scores_gemma":[0.0001585795,0.00019467033,0.00046361762,0.00018416927,0.00022779535,0.0002935141,0.00026689435,0.00046315687,0.00028419722],"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":[0.000027643715,0.000015076428,0.0001635845,0.00007714123,0.000006240129,0.000026831001,0.000015437887,0.00021265763,0.99337006,0.000076948505,0.000038175804,0.005970215],"study_design_scores_gemma":[0.0000066074304,0.00014179871,0.0010992553,0.0000049512955,0.000012249187,0.000051651925,0.000010065842,0.0014689342,0.99575955,0.000025653602,0.001413012,0.0000061980086],"about_ca_topic_score_codex":0.0016978428,"about_ca_topic_score_gemma":0.0035090365,"teacher_disagreement_score":0.0016978428,"about_ca_system_score_codex":0.0002764751,"about_ca_system_score_gemma":0.0002588925,"threshold_uncertainty_score":0.0033758879},"labels":[],"label_agreement":null},{"id":"W4412057077","doi":"10.1038/s41598-025-08369-5","title":"Consolidation process of uncemented backfill slurry in a mine stope considering hydro-geotechnical properties of rockmass in adjacent stopes","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","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":"Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"National Key Research and Development Program of China; Beijing Nova Program","keywords":"Consolidation (business); Geotechnical engineering; Slurry; Hydraulic conductivity; Pore water pressure; Geology; Materials science; Soil water; Soil science; Composite material","score_opus":0.016508654356164946,"score_gpt":0.22811807408372847,"score_spread":0.21160941972756353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412057077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99653447,0.00006357469,0.002813831,0.000017113834,0.0000047067083,0.000007932991,0.000044296285,0.000040356543,0.0004736037],"genre_scores_gemma":[0.9991053,0.00003203657,0.00059169397,0.0000030951817,7.898003e-7,0.000004682048,0.00004194594,0.0000037100833,0.00021670942],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998229,0.000015744388,0.000018734585,0.000038724196,0.000054516306,0.000049511338],"domain_scores_gemma":[0.99980813,0.00005529853,0.000040848685,0.000020896561,0.000051574825,0.000023199289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003020908,0.00033746765,0.0006284575,0.00049395615,0.0004502306,0.0009362627,0.0004927175,0.00079460925,0.0009992241],"category_scores_gemma":[0.0004464611,0.0002465629,0.00065497396,0.00037244466,0.0005600663,0.00068502896,0.0004909645,0.00029455134,0.00017827147],"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":[0.00073395704,0.00037233284,0.08266971,0.0003528042,0.00011251496,0.003512195,0.0006453004,0.570801,0.31364474,0.0012314,0.00031194155,0.025612142],"study_design_scores_gemma":[0.000050568757,0.00038145902,0.033028193,0.000031137486,0.000058671358,0.00018790974,0.00061126,0.9029304,0.061759662,0.00032896697,0.00058667664,0.000045088957],"about_ca_topic_score_codex":0.0060178256,"about_ca_topic_score_gemma":0.0055814576,"teacher_disagreement_score":0.0060178256,"about_ca_system_score_codex":0.000478776,"about_ca_system_score_gemma":0.000500861,"threshold_uncertainty_score":0.011965632},"labels":[],"label_agreement":null},{"id":"W4412072320","doi":"10.1016/j.resourpol.2025.105676","title":"Towards sustainable mine closure and reclamation through strategic tailing disposal sites evaluation: A causality-based Dempster-Shafer framework","year":2025,"lang":"en","type":"article","venue":"Resources Policy","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Laurentian University","funders":"Laurentian University","keywords":"Land reclamation; Closure (psychology); Causality (physics); Tailings; Business; Environmental science; Environmental planning; Computer science; Mining engineering; Geology; Political science; Geography; Chemistry; Archaeology; Law","score_opus":0.027500807817195255,"score_gpt":0.2935539057720126,"score_spread":0.26605309795481735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412072320","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0074975695,0.00047819142,0.9717681,0.0056210887,0.00010291594,0.00020520792,0.0001921165,0.0000900013,0.014044885],"genre_scores_gemma":[0.72916186,0.0024934106,0.2606092,0.0008640642,0.00021757498,0.0006102344,0.00033859647,0.000088505236,0.0056164884],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9847782,0.009105237,0.0011683153,0.0015926611,0.0025522758,0.00080330373],"domain_scores_gemma":[0.9562285,0.031299327,0.004055012,0.0018900027,0.0057048984,0.00082229223],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.03189398,0.0023792542,0.0033948761,0.01248027,0.0022197848,0.0062173842,0.0045722406,0.0046599996,0.009298115],"category_scores_gemma":[0.06258317,0.001529822,0.0029850332,0.005636625,0.0126402695,0.013395301,0.0076893093,0.003941492,0.0006689927],"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":[0.00002340662,0.00006372507,0.0013644057,0.00019223202,0.00007237316,0.00012386624,0.00014941792,0.109991364,0.00011712187,0.8740009,0.0006727559,0.013228387],"study_design_scores_gemma":[0.00001612257,0.00003360989,0.00017596825,0.000076809316,0.000027188984,0.000039419225,0.00013249063,0.09672464,0.00018020289,0.90151364,0.0010608151,0.000019001127],"about_ca_topic_score_codex":0.012298006,"about_ca_topic_score_gemma":0.009151908,"teacher_disagreement_score":0.03189398,"about_ca_system_score_codex":0.0068573575,"about_ca_system_score_gemma":0.011722234,"threshold_uncertainty_score":0.16867352},"labels":[],"label_agreement":null},{"id":"W4412168709","doi":"10.1139/cgj-2025-0147","title":"Mechanical properties and damage evolution analysis of stratified backfill with retarder","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","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":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Retarder; Geology; Forensic engineering; Engineering; Materials science; Composite material","score_opus":0.01190740033073966,"score_gpt":0.1813092092701148,"score_spread":0.16940180893937512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412168709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956815,0.0001462707,0.0038049722,0.000011064328,0.0000027660135,0.0000054233597,0.000068533074,0.00003949224,0.00024004033],"genre_scores_gemma":[0.99832076,0.00006813995,0.0010065637,0.000004861036,9.1264235e-7,0.000004746868,0.000058690868,0.0000058219775,0.0005294368],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979657,0.000013087,0.000011585608,0.000027061351,0.000118252115,0.000033557655],"domain_scores_gemma":[0.99972755,0.00004223579,0.000089879184,0.00002875373,0.000083820974,0.000027784732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003548661,0.0003058865,0.0002446866,0.00071204547,0.00015597894,0.0002404541,0.00023578889,0.0003138339,0.00061430794],"category_scores_gemma":[0.00036997302,0.00018949469,0.0003317258,0.00038984555,0.00030196153,0.00033945468,0.00017136816,0.00015125207,0.00014269572],"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":[0.00017600908,0.000037958023,0.0092328265,0.00005920272,0.000013693275,0.00025438392,0.00016881282,0.014485641,0.966442,0.00023884105,0.00007928277,0.008811335],"study_design_scores_gemma":[0.000012492925,0.00066576083,0.0711884,0.000014271325,0.00005217218,0.0003463167,0.0003391375,0.115239955,0.8101993,0.00024275386,0.0016538649,0.00004558983],"about_ca_topic_score_codex":0.0022160113,"about_ca_topic_score_gemma":0.0036768282,"teacher_disagreement_score":0.0022160113,"about_ca_system_score_codex":0.00028598434,"about_ca_system_score_gemma":0.00024304532,"threshold_uncertainty_score":0.0044062734},"labels":[],"label_agreement":null},{"id":"W4412517980","doi":"10.3390/min15070759","title":"Study on Creep Characteristics of High-Volume Fly Ash-Cement Backfill Considering Initial Damage","year":2025,"lang":"en","type":"article","venue":"Minerals","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":"Geomechanica (Canada)","funders":"","keywords":"Fly ash; Creep; Cement; Geotechnical engineering; Volume (thermodynamics); Materials science; Environmental science; Composite material; Geology; Physics; Thermodynamics","score_opus":0.025293369872309904,"score_gpt":0.2488640718368193,"score_spread":0.2235707019645094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412517980","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99744236,0.000051373263,0.0022540486,0.0000069649586,0.0000016980433,0.00000280093,0.00002813463,0.000021062622,0.00019164509],"genre_scores_gemma":[0.9995728,0.000015667394,0.00026034424,0.0000017208539,5.618329e-7,0.0000012510897,0.000021251544,0.0000025331922,0.00012378568],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989235,0.000009604133,0.0000064893156,0.000016926495,0.00005555253,0.00001913879],"domain_scores_gemma":[0.99970967,0.00007836354,0.00006330816,0.000035636902,0.00008852746,0.000024455841],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021492402,0.00019557454,0.0002725906,0.00046289407,0.0001839313,0.00015892797,0.00019205143,0.00028629482,0.0005497217],"category_scores_gemma":[0.00039125772,0.00008104829,0.00023234544,0.00034708876,0.0002867406,0.0003435801,0.00014023372,0.00016357635,0.00007556742],"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":[0.0002669491,0.000069223795,0.020166047,0.000077675504,0.000015757156,0.00038093267,0.00022119464,0.019641098,0.94459146,0.00020066708,0.00006444054,0.014304485],"study_design_scores_gemma":[0.000011459536,0.00091184257,0.12372882,0.00001972469,0.000049328868,0.0007666953,0.00045385852,0.19410184,0.67862284,0.00025380816,0.0010419828,0.000037804413],"about_ca_topic_score_codex":0.001286668,"about_ca_topic_score_gemma":0.0023075182,"teacher_disagreement_score":0.001286668,"about_ca_system_score_codex":0.00017371318,"about_ca_system_score_gemma":0.00017941401,"threshold_uncertainty_score":0.0025584102},"labels":[],"label_agreement":null},{"id":"W4412657295","doi":"10.1016/j.powtec.2025.121484","title":"Multiscale investigation of rheological behavior and macro-fluidity in cemented ultrafine tailings backfill using composite slag binder","year":2025,"lang":"en","type":"article","venue":"Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Key Technologies Research and Development Program; China Scholarship Council","keywords":"Tailings; Rheology; Materials science; Composite number; Slag (welding); Ground granulated blast-furnace slag; Composite material; Metallurgy; Geotechnical engineering; Cement; Geology","score_opus":0.016074430406534116,"score_gpt":0.2313323360060968,"score_spread":0.21525790559956268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412657295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982539,0.00010257561,0.0013587058,0.000008301175,0.0000025757024,0.0000034087095,0.000037181508,0.000028774803,0.00020452072],"genre_scores_gemma":[0.999438,0.000046716897,0.0003723346,0.0000029153987,0.0000010995755,0.0000036914735,0.000020250334,0.0000027491603,0.00011220307],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999099,0.00000555244,0.000004109556,0.000021708804,0.000038513168,0.000020284178],"domain_scores_gemma":[0.9999336,0.000018189105,0.000016602231,0.000005980988,0.000017650445,0.000007983953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014128897,0.0001395654,0.00030709858,0.00021258593,0.00017531794,0.0002757083,0.00017552519,0.00023024401,0.0005841202],"category_scores_gemma":[0.00015112967,0.00010074598,0.00022107233,0.00019112143,0.00031573416,0.00037807916,0.00014393037,0.00027193,0.00006600152],"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":[0.00009429868,0.000039080704,0.0011006607,0.000034124332,0.000006045931,0.00006543432,0.000056363653,0.0011954671,0.99529207,0.00012349276,0.000022534852,0.0019703931],"study_design_scores_gemma":[0.000015569482,0.00039798694,0.029734671,0.00000850167,0.000032929238,0.00008991348,0.00026335893,0.044590663,0.9239727,0.00014686842,0.0007216925,0.000025095167],"about_ca_topic_score_codex":0.0008146515,"about_ca_topic_score_gemma":0.0010689751,"teacher_disagreement_score":0.0008146515,"about_ca_system_score_codex":0.00021055536,"about_ca_system_score_gemma":0.00014410891,"threshold_uncertainty_score":0.0019540787},"labels":[],"label_agreement":null},{"id":"W4412673579","doi":"10.1016/j.cscm.2025.e05081","title":"Hydration behavior, microstructural characteristics, and kinetic analysis of cemented tailings backfill under temperature effect","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","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":"Queen's University","funders":"Key Research and Development Projects of Shaanxi Province; National Natural Science Foundation of China","keywords":"Tailings; Materials science; Geotechnical engineering; Kinetic energy; Metallurgy; Composite material; Geology","score_opus":0.01082860131127412,"score_gpt":0.26022854648564514,"score_spread":0.24939994517437103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412673579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974033,0.00016931517,0.0018976656,0.0000067391807,0.0000022009124,0.000009327328,0.0001728289,0.000042643125,0.00029581742],"genre_scores_gemma":[0.99903524,0.00006417355,0.00056673674,0.0000027150397,8.529054e-7,0.000005484291,0.000077404686,0.000007955889,0.00023953701],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999877,0.000009674141,0.000009493852,0.000023467008,0.000061619074,0.000018713115],"domain_scores_gemma":[0.99977523,0.000054062144,0.00007290755,0.00001611502,0.000060696002,0.000021020855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033250026,0.00024566488,0.00020079709,0.00048218624,0.00016579531,0.00021957286,0.00016757379,0.00019367595,0.00083389593],"category_scores_gemma":[0.00037614524,0.00016432078,0.00023469099,0.00032554162,0.00029633517,0.0003532417,0.0001354106,0.00021755314,0.0001236418],"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":[0.00019830995,0.000024538213,0.0071734088,0.00008143826,0.000008126398,0.00010702581,0.00017013609,0.004666237,0.9817038,0.00013702681,0.00005159419,0.0056783906],"study_design_scores_gemma":[0.0000042103306,0.0003010971,0.045637634,0.0000117092795,0.000025206538,0.0001611543,0.000224147,0.027772004,0.9249145,0.00008413766,0.00084059744,0.000023624765],"about_ca_topic_score_codex":0.00197968,"about_ca_topic_score_gemma":0.0040497333,"teacher_disagreement_score":0.00197968,"about_ca_system_score_codex":0.00027815823,"about_ca_system_score_gemma":0.00016890735,"threshold_uncertainty_score":0.0039363503},"labels":[],"label_agreement":null},{"id":"W4412773664","doi":"10.1016/j.ijggc.2025.104443","title":"Study on the flow properties of modified magnesium-coal-based solid waste carbon sequestration backfill materials","year":2025,"lang":"en","type":"article","venue":"International journal of greenhouse gas control","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Basic Research Program of Shaanxi Province; Key Research and Development Projects of Shaanxi Province; National Natural Science Foundation of China; China Postdoctoral Science Foundation; Ontario Ministry of Natural Resources and Forestry","keywords":"Waste management; Carbon sequestration; Municipal solid waste; Coal; Magnesium; Carbon fibers; Materials science; Environmental science; Coal mining; Geotechnical engineering; Metallurgy; Geology; Engineering; Chemistry; Composite material; Carbon dioxide","score_opus":0.019798817861608295,"score_gpt":0.23055143259050043,"score_spread":0.21075261472889212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412773664","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99824023,0.000529536,0.00048581435,0.00002184164,0.0000109003795,0.0000090810245,0.00006935358,0.000011919639,0.0006213124],"genre_scores_gemma":[0.99901783,0.0001598589,0.00021991797,0.00000899833,0.0000041183443,0.000004703082,0.000053371157,0.0000027840933,0.0005283027],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985254,0.000022880966,0.000008663234,0.000023071576,0.00006320132,0.000029578927],"domain_scores_gemma":[0.99989843,0.000026607446,0.000027226035,0.0000062644126,0.000032894342,0.000008662625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024139477,0.00024322128,0.00020741763,0.00036623343,0.00022779121,0.00026584574,0.00017194544,0.00027138117,0.0015213854],"category_scores_gemma":[0.00025152662,0.00008968199,0.00029722505,0.0002752925,0.00023016786,0.00049406866,0.000109233355,0.00026069424,0.00013236924],"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":[0.0005173405,0.00006734669,0.001890503,0.0002241871,0.000014558064,0.00012131125,0.00009662317,0.0008671238,0.98937094,0.00043580745,0.00011858203,0.0062757926],"study_design_scores_gemma":[0.000011057775,0.0005325803,0.0087874215,0.0000122904175,0.000027486378,0.000086221706,0.00012561382,0.003295231,0.98575693,0.00008209916,0.0012724648,0.000010605658],"about_ca_topic_score_codex":0.00073152885,"about_ca_topic_score_gemma":0.0010155303,"teacher_disagreement_score":0.0015213854,"about_ca_system_score_codex":0.00022964922,"about_ca_system_score_gemma":0.00016490609,"threshold_uncertainty_score":0.0050895214},"labels":[],"label_agreement":null},{"id":"W4412975424","doi":"10.56952/arma-2025-0235","title":"Numerical Simulation and Observational Damage Rating In Sublevel Shrinkage Crosscuts Under High-Stress Condition at Lac Des Iles Mine","year":2025,"lang":"en","type":"article","venue":"","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":"Thunder Bay Regional Research Institute","funders":"","keywords":"Shrinkage; Stress (linguistics); Computer simulation; Computer science; Observational study; Structural engineering; Environmental science; Engineering; Simulation; Mathematics; Statistics","score_opus":0.03652258425189396,"score_gpt":0.2697618990825845,"score_spread":0.23323931483069055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412975424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977557,0.00003204548,0.0010386113,0.000029469753,0.0000084404555,0.000010276624,0.00014004501,0.000048931703,0.0009363781],"genre_scores_gemma":[0.99864393,0.00002220005,0.0008524751,0.000004209157,0.000001495037,0.000011586983,0.00010590426,0.0000050292665,0.00035318272],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998394,0.000019514306,0.000012811227,0.0000346699,0.0000393619,0.000054254557],"domain_scores_gemma":[0.99956423,0.00016116406,0.000055361386,0.00005030353,0.00009421142,0.000074670796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033002213,0.00043100142,0.00060515886,0.000648823,0.000676653,0.000669029,0.0006217832,0.0010476105,0.0017525929],"category_scores_gemma":[0.00057553995,0.00022976659,0.0006071687,0.00044212153,0.00051831634,0.00038850436,0.000500422,0.000548913,0.00016665945],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031896043,0.0005096747,0.060934085,0.000096094394,0.000044874927,0.0012559639,0.00027021705,0.90871274,0.018105753,0.0004444767,0.00055484235,0.008752423],"study_design_scores_gemma":[0.000025452504,0.00021759192,0.017021084,0.00001059343,0.000016338487,0.00006752587,0.0002648941,0.97925913,0.002687308,0.00016070837,0.00024923708,0.0000200727],"about_ca_topic_score_codex":0.013019903,"about_ca_topic_score_gemma":0.013688943,"teacher_disagreement_score":0.9869801,"about_ca_system_score_codex":0.00049692136,"about_ca_system_score_gemma":0.0005282706,"threshold_uncertainty_score":0.025888205},"labels":[],"label_agreement":null},{"id":"W4413430200","doi":"10.3390/min15090887","title":"Effect of Mixing Water Temperature on the Thermal and Microstructural Evolution of Cemented Paste Backfill in Underground Mining","year":2025,"lang":"en","type":"article","venue":"Minerals","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":false,"ca_institutions":"Queen's University","funders":"","keywords":"Mixing (physics); Thermal; Geotechnical engineering; Materials science; Geology; Environmental science; Mining engineering; Geography; Meteorology","score_opus":0.004994184173731754,"score_gpt":0.19420535441706724,"score_spread":0.18921117024333547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413430200","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985305,0.00024211711,0.0007777474,0.000011753007,0.0000035147493,0.0000061415462,0.00008774355,0.000015177513,0.00032524415],"genre_scores_gemma":[0.9989503,0.00012158978,0.0006078443,0.000006190587,0.0000010358965,0.000010470699,0.00005005649,0.000009830441,0.00024255223],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980944,0.000022353866,0.000018146997,0.00004752439,0.000077248216,0.000025300722],"domain_scores_gemma":[0.9998957,0.000029552119,0.00002930045,0.0000065718077,0.000029906174,0.0000089751475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029337953,0.00021416467,0.0003224291,0.00029986782,0.0001843963,0.0003751329,0.00020062027,0.00030204962,0.0008029997],"category_scores_gemma":[0.00031758688,0.00023770871,0.00033998175,0.00024468754,0.00034843048,0.00038352775,0.00018361589,0.00027963903,0.00015070515],"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":[0.0002905029,0.00004540071,0.0066337436,0.00014295582,0.000018730545,0.00011608834,0.00011134802,0.0046005696,0.9826805,0.00008314676,0.000043973923,0.0052329786],"study_design_scores_gemma":[0.000010560325,0.00070735737,0.052605573,0.000022901086,0.00005780952,0.00014349083,0.00029802852,0.019103894,0.925673,0.00012410709,0.0012197052,0.000033501965],"about_ca_topic_score_codex":0.0017190964,"about_ca_topic_score_gemma":0.0040761014,"teacher_disagreement_score":0.0017190964,"about_ca_system_score_codex":0.00030790918,"about_ca_system_score_gemma":0.00015904258,"threshold_uncertainty_score":0.0034182072},"labels":[],"label_agreement":null},{"id":"W4413509753","doi":"10.1016/j.pce.2025.104053","title":"Consolidation behavior and shear strength characteristics of polymer-paste tailings barrier","year":2025,"lang":"en","type":"article","venue":"Physics and Chemistry of the Earth Parts A/B/C","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"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":"Consolidation (business); Tailings; Materials science; Geotechnical engineering; Composite material; Shear (geology); Polymer; Geology; Metallurgy; Business","score_opus":0.006355222437912597,"score_gpt":0.19072026800186886,"score_spread":0.18436504556395628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413509753","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986401,0.00012895794,0.0004898404,0.000010305824,0.000005355179,0.000004244691,0.00011248438,0.000023886078,0.0005847454],"genre_scores_gemma":[0.9989146,0.000042738582,0.00013546836,0.0000053109675,0.0000015090378,0.0000029738321,0.00013530813,0.000004759863,0.0007573049],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982893,0.00000842473,0.000012754723,0.000037697406,0.0000729944,0.000039185834],"domain_scores_gemma":[0.999509,0.00010520494,0.000114494185,0.000030493935,0.00018154983,0.000059274986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013894131,0.00018747771,0.00016331983,0.00037653447,0.00016529666,0.00019595139,0.00027045596,0.00030949697,0.003213833],"category_scores_gemma":[0.00038954202,0.00013791477,0.00020791442,0.00038236624,0.00020663948,0.00030672434,0.00011458287,0.00035950795,0.0004491097],"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":[0.0002688089,0.000041374966,0.0036253603,0.000025487168,0.00000745993,0.0001416272,0.000096251715,0.00066296454,0.99188495,0.00011206603,0.00010915041,0.0030245008],"study_design_scores_gemma":[0.000007724482,0.00042484314,0.035632037,0.0000067621318,0.000018044497,0.000101137426,0.00014154166,0.0061057108,0.95709723,0.000048282207,0.00040438882,0.000012253564],"about_ca_topic_score_codex":0.0015312466,"about_ca_topic_score_gemma":0.0017040183,"teacher_disagreement_score":0.003213833,"about_ca_system_score_codex":0.00017010742,"about_ca_system_score_gemma":0.00015352697,"threshold_uncertainty_score":0.010751307},"labels":[],"label_agreement":null},{"id":"W4413510581","doi":"10.64628/aam.df7su54ux","title":"What mining, oil and gas industries can learn from Sudbury, the city that went from major polluter to thriving environment","year":2021,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Laurentian University","funders":"","keywords":"Thriving; Fossil fuel; Mining engineering; Business; Archaeology; Petroleum engineering; Environmental planning; Geography; Geology; Engineering; Waste management; Sociology","score_opus":0.021556815081515267,"score_gpt":0.18364557015718438,"score_spread":0.1620887550756691,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413510581","genre_codex":"commentary","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.113156535,0.012769427,0.0006694026,0.749984,0.0056915013,0.000041443727,0.00070620014,0.00007038838,0.11691114],"genre_scores_gemma":[0.46492663,0.023075473,0.0013985751,0.25796047,0.0026796744,0.00004631351,0.00070611,0.00012963157,0.24907708],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990735,0.00021340838,0.000016071628,0.000088591536,0.00022964389,0.00037878635],"domain_scores_gemma":[0.99649787,0.0002941564,0.00020701205,0.00009020051,0.00077743543,0.002133245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012902428,0.00046124344,0.0004329731,0.0006954353,0.0100759985,0.008005816,0.00078969134,0.0035907761,0.020717485],"category_scores_gemma":[0.0037670399,0.0003074668,0.0004317064,0.00080079143,0.0049510296,0.009673595,0.002947488,0.006979628,0.0037751747],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012286183,0.0004621674,0.050949156,0.0006751465,0.000046944057,0.0034883034,0.11149077,0.0001837494,0.0016812859,0.015704902,0.7302186,0.084976144],"study_design_scores_gemma":[0.00001088067,0.00007138376,0.026112422,0.0009756524,0.00002295379,0.0008146336,0.42361864,0.0000679408,0.0005154145,0.0060647298,0.5416703,0.000054988817],"about_ca_topic_score_codex":0.19262625,"about_ca_topic_score_gemma":0.55294377,"teacher_disagreement_score":0.80737376,"about_ca_system_score_codex":0.004675121,"about_ca_system_score_gemma":0.013697548,"threshold_uncertainty_score":0.38301003},"labels":[],"label_agreement":null},{"id":"W4413990289","doi":"10.3390/earth6030104","title":"Correction: Couto et al. A Case Study of the Possible Meteorological Causes of Unexpected Fire Behavior in the Pantanal Wetland, Brazil. Earth 2024, 5, 548–563","year":2025,"lang":"en","type":"article","venue":"Earth","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":"University of Lethbridge","funders":"","keywords":"Wetland; Environmental science; Astrobiology; Earth (classical element); Geography; Meteorology; Ecology; Physics; Biology; Astronomy","score_opus":0.018333234962093374,"score_gpt":0.25888622449339055,"score_spread":0.24055298953129717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413990289","genre_codex":"editorial","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":"editorial","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00017903335,0.0014502096,0.00074712356,0.06163211,0.9319842,0.000037269387,0.0022414639,0.00030778346,0.0014208119],"genre_scores_gemma":[0.02664374,0.017878985,0.006594062,0.134484,0.6813669,0.000569372,0.005559226,0.0023156232,0.124588095],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99390244,0.00095101795,0.0012711895,0.0008365335,0.0025329054,0.0005059664],"domain_scores_gemma":[0.94346917,0.0109308455,0.0027311,0.002326579,0.038647324,0.0018949106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005756659,0.0029900572,0.0025870109,0.004546019,0.0026966687,0.0050530173,0.004422651,0.008179735,0.042539913],"category_scores_gemma":[0.110344514,0.001262084,0.0019076992,0.0028971196,0.0027393077,0.0029899532,0.0029690177,0.013274438,0.02770116],"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":[0.000015417907,0.0000028999546,0.00008197113,0.00022136826,0.000013850726,0.00022006176,0.00009355961,0.000027823202,0.000030035091,0.00027929156,0.99603397,0.0029798076],"study_design_scores_gemma":[0.00005474306,0.000016266498,0.0013045082,0.001079589,0.00006443472,0.0010223016,0.00034651876,0.00023351057,0.00022290321,0.00083100324,0.9947615,0.000062649306],"about_ca_topic_score_codex":0.037093498,"about_ca_topic_score_gemma":0.033852216,"teacher_disagreement_score":0.042539913,"about_ca_system_score_codex":0.0035617372,"about_ca_system_score_gemma":0.008710783,"threshold_uncertainty_score":0.1423102},"labels":[],"label_agreement":null},{"id":"W4414172416","doi":"10.1139/cgj-2025-0070","title":"Strength and critical state characteristics of lime-stabilised mine tailings","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Lime; Permeability (electromagnetism); Cement; Residual strength; Curing (chemistry); Compressive strength","score_opus":0.007438935755885225,"score_gpt":0.204072568249745,"score_spread":0.1966336324938598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414172416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989354,0.00025702346,0.00047357197,0.000007788902,0.0000037230616,0.0000073538417,0.00006527933,0.000013228435,0.00023662222],"genre_scores_gemma":[0.99910647,0.00009136246,0.00032387904,0.0000086768305,0.0000016261636,0.0000060083453,0.00010737998,0.000005589146,0.00034896057],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998203,0.000019853052,0.000017687536,0.000031590916,0.000081127815,0.000029527606],"domain_scores_gemma":[0.99949634,0.00009173064,0.00014007422,0.000030640822,0.00017142149,0.000069726986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002897509,0.00021474007,0.00017381557,0.0004631637,0.00016238765,0.00023340675,0.00017119209,0.00025516498,0.001145491],"category_scores_gemma":[0.00062463933,0.0001431662,0.00016142878,0.00021700455,0.00035328147,0.00028339226,0.00020243516,0.00024769508,0.00013591368],"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":[0.000117781194,0.000012060276,0.0015924759,0.000038633534,0.0000051533734,0.000059117003,0.00005361214,0.0003187802,0.9963033,0.000025795833,0.000013001611,0.0014602757],"study_design_scores_gemma":[0.00000684896,0.00050941244,0.027810987,0.000010539196,0.000013264588,0.000104333376,0.00013264318,0.001124796,0.9694986,0.000028893666,0.0007486254,0.000011130995],"about_ca_topic_score_codex":0.0009670381,"about_ca_topic_score_gemma":0.002416405,"teacher_disagreement_score":0.001145491,"about_ca_system_score_codex":0.00023222606,"about_ca_system_score_gemma":0.00018528174,"threshold_uncertainty_score":0.0038320422},"labels":[],"label_agreement":null},{"id":"W4414306076","doi":"10.31224/5092","title":"Thin layering in tailings deposits and its implications for CPT-based state parameter estimation","year":2025,"lang":"en","type":"article","venue":"","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":"University of British Columbia","funders":"","keywords":"Layering; Tailings; Characterization (materials science); Underpinning; Interpretation (philosophy); Tailings dam","score_opus":0.015568013241256127,"score_gpt":0.24125877771643117,"score_spread":0.22569076447517505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414306076","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4655888,0.0004501222,0.52805483,0.0005039495,0.00009656794,0.00012214831,0.0007412998,0.0006101507,0.0038321551],"genre_scores_gemma":[0.92399615,0.00018014692,0.074707635,0.00011700427,0.000014320515,0.00004147934,0.00039029142,0.000051556384,0.0005014759],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99828833,0.0005605144,0.00022771856,0.0003579176,0.0004828937,0.00008252234],"domain_scores_gemma":[0.98716706,0.00753037,0.0021017734,0.0012454425,0.0017800705,0.00017537185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0056698406,0.00071758754,0.0004325682,0.00091412663,0.0003385157,0.0016159443,0.0008481992,0.0005588348,0.000765777],"category_scores_gemma":[0.026231235,0.00038066486,0.0005204017,0.0006690067,0.0010695334,0.0015387607,0.0010308046,0.00087546144,0.00027173277],"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":[0.0007089185,0.00022637195,0.48039177,0.0005738823,0.00040102415,0.00036971812,0.0012907201,0.2519629,0.09602655,0.0089077735,0.001131557,0.15800877],"study_design_scores_gemma":[0.000027127107,0.00046020458,0.1881875,0.0002934063,0.00010736072,0.00030946336,0.00091325736,0.72248995,0.068780236,0.015545914,0.0027458027,0.00013980089],"about_ca_topic_score_codex":0.008680945,"about_ca_topic_score_gemma":0.009340324,"teacher_disagreement_score":0.008680945,"about_ca_system_score_codex":0.0006995295,"about_ca_system_score_gemma":0.0006192679,"threshold_uncertainty_score":0.029985368},"labels":[],"label_agreement":null},{"id":"W4414411655","doi":"10.1080/19648189.2025.2559086","title":"Study on flocculation mechanism of tailings slurry in ferric chloride solution","year":2025,"lang":"en","type":"article","venue":"European Journal of Environmental and Civil engineering","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":"Geomechanica (Canada)","funders":"National Natural Science Foundation of China","keywords":"Tailings; Flocculation; Slurry; Chloride; Ferric; Mechanism (biology)","score_opus":0.007052586934788296,"score_gpt":0.16538932482594965,"score_spread":0.15833673789116134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414411655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974681,0.000840821,0.00096832507,0.000054043507,0.00001727896,0.000021226444,0.000067282555,0.00001487467,0.000548143],"genre_scores_gemma":[0.9966708,0.0007752302,0.0014029737,0.000043580527,0.000012919486,0.000018260518,0.000093192204,0.000006587744,0.0009763429],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998312,0.000026098822,0.000010954318,0.000038786537,0.000050863062,0.000042013944],"domain_scores_gemma":[0.99985635,0.00003668456,0.000032542343,0.000006223788,0.000048714784,0.000019388826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029220604,0.00023291765,0.00024937608,0.00024730715,0.00024774444,0.00020424325,0.00024561665,0.00031723376,0.00047070434],"category_scores_gemma":[0.00030945448,0.00011100721,0.0002752891,0.00015359958,0.00019505048,0.00030972838,0.00011848851,0.00037272935,0.00014738242],"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":[0.000049721846,0.000025198045,0.00079243176,0.00008166729,0.00000766642,0.00010179538,0.00012788584,0.00018401972,0.9963181,0.00008316588,0.000049888706,0.002178272],"study_design_scores_gemma":[0.000020471585,0.0006086274,0.011597334,0.000031407682,0.000023716671,0.00016661361,0.00017828656,0.0071494877,0.97877824,0.00008983408,0.0013333984,0.000022613995],"about_ca_topic_score_codex":0.0033951052,"about_ca_topic_score_gemma":0.0023160197,"teacher_disagreement_score":0.0033951052,"about_ca_system_score_codex":0.00017053081,"about_ca_system_score_gemma":0.00018303993,"threshold_uncertainty_score":0.006750703},"labels":[],"label_agreement":null},{"id":"W4414622737","doi":"10.1007/s00603-025-04923-9","title":"Cemented Backfill Applications in Challenging Geothermal Environments: A Brief Review and Future Perspectives","year":2025,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Multiphysics; Geothermal gradient; Tailings; Investment (military); Field (mathematics); Lead (geology)","score_opus":0.004013842506674563,"score_gpt":0.1778430541995602,"score_spread":0.17382921169288565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414622737","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002556168,0.9938169,0.0012995517,0.00041246333,0.00020143193,0.000011700282,0.000029094448,0.000009572835,0.00166304],"genre_scores_gemma":[0.0117351,0.98563415,0.0010091813,0.00019288556,0.00026700634,0.000011967284,0.000033386696,0.000003744594,0.0011126793],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996562,0.000050918265,0.0000450411,0.00007776951,0.00012778249,0.000042342268],"domain_scores_gemma":[0.9994343,0.00027371402,0.000101637306,0.000015197076,0.00015161632,0.000023446686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00096156873,0.00064066553,0.0010699104,0.0012900935,0.0002392834,0.0016827264,0.00061777537,0.0011513749,0.0024275202],"category_scores_gemma":[0.000841825,0.00027873964,0.0007198845,0.0014105176,0.0004877713,0.0017450907,0.00058207585,0.00072036043,0.0007264629],"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":[0.00025013395,0.00022543948,0.001598702,0.04429585,0.00018788235,0.00079186034,0.0003514365,0.0025100673,0.030238632,0.008099936,0.008924147,0.9025259],"study_design_scores_gemma":[0.000025469923,0.0008478845,0.002755864,0.005697386,0.00045498004,0.0024403487,0.0009186086,0.0015264963,0.018042918,0.004382485,0.9628104,0.00009717118],"about_ca_topic_score_codex":0.00071231026,"about_ca_topic_score_gemma":0.0023217648,"teacher_disagreement_score":0.0024275202,"about_ca_system_score_codex":0.0003391763,"about_ca_system_score_gemma":0.0010705879,"threshold_uncertainty_score":0.008120835},"labels":[],"label_agreement":null},{"id":"W4414675843","doi":"10.1016/j.cemconcomp.2025.106349","title":"Pore pressure dynamics in early-age cemented fill under multiaxial stress conditions","year":2025,"lang":"en","type":"article","venue":"Cement and Concrete Composites","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; China Scholarship Council; University of Ottawa","keywords":"Pore water pressure; Drainage; Curing (chemistry); Inflow; Stress (linguistics); Closure (psychology); Water pressure","score_opus":0.007160667057630579,"score_gpt":0.20523804261319878,"score_spread":0.1980773755555682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414675843","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99924684,0.00003783565,0.0005087233,0.000008136575,0.0000017896849,0.0000026344094,0.00006125854,0.000019028788,0.000113747796],"genre_scores_gemma":[0.9995734,0.000024527806,0.00025715254,0.000003342834,7.0285637e-7,0.0000041615967,0.00004058467,0.0000032382557,0.000092870985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999905,0.00000678034,0.0000054796187,0.000023462988,0.000039886276,0.000019358637],"domain_scores_gemma":[0.9998573,0.000031722513,0.000048277223,0.000009180067,0.000030985764,0.000022488666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014920537,0.0001935174,0.00018991812,0.00020770241,0.00017410601,0.00030322163,0.00020089476,0.00029247193,0.0005537516],"category_scores_gemma":[0.00030476987,0.00012885676,0.0001232906,0.00017132258,0.00043041777,0.0003711593,0.00022539613,0.00028455644,0.00008172971],"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":[0.00016930758,0.00004616528,0.008763682,0.000046932906,0.0000064007254,0.00026834797,0.00020932531,0.003186196,0.9834508,0.0001385888,0.000055495744,0.0036588004],"study_design_scores_gemma":[0.000021740658,0.0008064031,0.10697318,0.000016497048,0.000019957335,0.00026926066,0.00069169205,0.059595954,0.8300465,0.00023112695,0.0012712565,0.000056439618],"about_ca_topic_score_codex":0.0014171172,"about_ca_topic_score_gemma":0.0017822888,"teacher_disagreement_score":0.0014171172,"about_ca_system_score_codex":0.0002213077,"about_ca_system_score_gemma":0.00018067166,"threshold_uncertainty_score":0.0028176904},"labels":[],"label_agreement":null},{"id":"W4414903558","doi":"10.1016/j.conbuildmat.2025.143928","title":"Early hydration behavior and multi-scale performance of nano-TiO2 modified fly ash cemented tailings backfill","year":2025,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Fundamental Research Funds for the Central Universities; Key Technologies Research and Development Program; China Scholarship Council","keywords":"Fly ash; Tailings; Nucleation; Compressive strength; Cement; Composite number; Ettringite; Porosity","score_opus":0.010745805681863617,"score_gpt":0.2114783385471601,"score_spread":0.2007325328652965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414903558","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992618,0.00007909553,0.0002826365,0.0000048430816,0.000004053421,0.0000035856363,0.00009930088,0.000020431908,0.00024428772],"genre_scores_gemma":[0.99913967,0.000044688455,0.00017786158,0.0000041313847,0.0000010467147,0.000003386947,0.00007661772,0.0000055103333,0.0005468902],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998554,0.000008205104,0.000010120605,0.000027912749,0.00006143602,0.000036985224],"domain_scores_gemma":[0.99988115,0.000020579586,0.000028766073,0.000010722549,0.000038601822,0.000020205693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019042766,0.0002569312,0.00026057844,0.00021351081,0.00018030424,0.00024750503,0.00018825386,0.00024161904,0.001373921],"category_scores_gemma":[0.00023662849,0.0001327449,0.00028794244,0.00023745002,0.0002685384,0.00036314045,0.00019325795,0.00032517037,0.00018877693],"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":[0.00024959896,0.000035973644,0.0009856502,0.000028579803,0.00000461601,0.00005622046,0.000058140995,0.00043049623,0.9967384,0.000028062967,0.000028634722,0.0013554991],"study_design_scores_gemma":[0.0000033181523,0.00027202698,0.01029234,0.0000031871882,0.000009766618,0.000028490882,0.000078011166,0.0015847065,0.98740166,0.000012842238,0.00030475718,0.000008961387],"about_ca_topic_score_codex":0.0021146175,"about_ca_topic_score_gemma":0.003285663,"teacher_disagreement_score":0.0021146175,"about_ca_system_score_codex":0.00023592473,"about_ca_system_score_gemma":0.00014484068,"threshold_uncertainty_score":0.0045962334},"labels":[],"label_agreement":null},{"id":"W4415031447","doi":"10.5419/bjpg2025-0017","title":"DOES THE HYDROPHOBICITY OF POLYACRYLAMIDE COPOLYMERS AFFECT THE FLOCCULATION OF OILS SANDS TAILINGS?","year":2025,"lang":"en","type":"article","venue":"Brazilian Journal of Petroleum and Gas","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":"University of Alberta","funders":"Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro; Universidade Federal do Rio de Janeiro; Petrobras; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Flocculation; Polyacrylamide; Copolymer; Dewatering; Settling; Asphalt; Polymer; Oil sands; Tailings; Wetting","score_opus":0.004050228817252136,"score_gpt":0.2032496622081486,"score_spread":0.19919943339089646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415031447","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998064,0.000920184,0.00050964736,0.00005918342,0.000014119664,0.000011492503,0.00003929598,0.000004944561,0.00037709862],"genre_scores_gemma":[0.999065,0.00048219328,0.0001758625,0.000021446001,0.000007806713,0.000003094815,0.000024995372,0.0000018591385,0.00021787375],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999006,0.000021583937,0.0000076228644,0.000016357582,0.00002208104,0.00003175273],"domain_scores_gemma":[0.99982494,0.000050786402,0.00005718461,0.000010931249,0.000035071385,0.000021091764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018386205,0.00019852085,0.000159153,0.00013840405,0.00008637527,0.00017597362,0.000059362774,0.0002039671,0.000429347],"category_scores_gemma":[0.00038391602,0.0001010401,0.00018918217,0.00009214648,0.00015188364,0.00040255854,0.000105376304,0.00019413725,0.00014539433],"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":[0.00012972995,0.000046079374,0.0040720324,0.00006367455,0.000016621783,0.000068008805,0.000029330366,0.00014490486,0.99124813,0.000031470427,0.00002580154,0.0041240635],"study_design_scores_gemma":[0.0000066728685,0.0006661056,0.031306047,0.000008030437,0.000039204864,0.000115690105,0.0000731533,0.00086355896,0.96634513,0.000048355665,0.00052043,0.00000768255],"about_ca_topic_score_codex":0.00052072445,"about_ca_topic_score_gemma":0.00074521365,"teacher_disagreement_score":0.00052072445,"about_ca_system_score_codex":0.0001050274,"about_ca_system_score_gemma":0.00009209694,"threshold_uncertainty_score":0.0014362335},"labels":[],"label_agreement":null},{"id":"W4415225550","doi":"10.1016/j.jrmge.2025.07.013","title":"Consolidation and mechanical response of cemented tailings backfill to multiaxial stresses from rockwall closure and self-loading","year":2025,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","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; China Scholarship Council; University of Ottawa","keywords":"Consolidation (business); Drainage; Modulus; Closure (psychology); Tailings; Compressive strength; Compression (physics)","score_opus":0.005506880055275005,"score_gpt":0.19899922718989657,"score_spread":0.19349234713462157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415225550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99891055,0.00017752936,0.00049285404,0.000009639312,0.000007851929,0.000008728606,0.000101269005,0.000025605863,0.00026602522],"genre_scores_gemma":[0.9990043,0.00010173194,0.00036775763,0.000016165186,0.0000029311634,0.000014167594,0.0001145153,0.0000091817565,0.00036914626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975055,0.000016480259,0.000024124976,0.00004370627,0.00011945947,0.000045811907],"domain_scores_gemma":[0.99971277,0.00005678487,0.00008733146,0.000021845259,0.00007720908,0.00004399702],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035680868,0.00042055236,0.0003135208,0.00037804875,0.00022813072,0.00035390205,0.0002438519,0.00043673243,0.0013705975],"category_scores_gemma":[0.0004364898,0.00020303516,0.00035842313,0.00030243924,0.0005175772,0.00037457235,0.0002476807,0.0005129886,0.00020079594],"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":[0.00026231012,0.00006636794,0.003414585,0.00006538887,0.0000105934105,0.00015173788,0.00013377752,0.0014224641,0.99030846,0.00006927656,0.00005224897,0.004042682],"study_design_scores_gemma":[0.00001841973,0.0013136098,0.042597838,0.000022137092,0.00003589153,0.00015124553,0.0003515003,0.008333222,0.9459056,0.000089909096,0.0011483544,0.000032352767],"about_ca_topic_score_codex":0.0011550345,"about_ca_topic_score_gemma":0.0025701027,"teacher_disagreement_score":0.0013705975,"about_ca_system_score_codex":0.00028914624,"about_ca_system_score_gemma":0.00025319643,"threshold_uncertainty_score":0.004585147},"labels":[],"label_agreement":null},{"id":"W4415619910","doi":"10.1038/s41598-025-21442-3","title":"Evolutive phase field modelling of fracture behavior of cemented paste backfill under Mode-I loading condition","year":2025,"lang":"en","type":"article","venue":"Scientific Reports","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":"Lakehead University","funders":"National Natural Science Foundation of China","keywords":"Softening; Stiffness; Finite element method; Fracture toughness; Toughness; Fracture (geology); Fracture mechanics","score_opus":0.02018166936189614,"score_gpt":0.262057155419722,"score_spread":0.24187548605782588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415619910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5230451,0.00030074458,0.46480557,0.0002232178,0.00003523185,0.000113506365,0.00050886517,0.00051313906,0.010454592],"genre_scores_gemma":[0.98549324,0.00012411622,0.011871999,0.000020838062,0.0000035509142,0.00005371734,0.000092666305,0.000037886966,0.0023019998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993944,0.000012102582,0.0000030627916,0.0000138175765,0.00001991356,0.000011580083],"domain_scores_gemma":[0.9998367,0.00007901049,0.0000293637,0.000015670874,0.000028881837,0.000010398394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023874309,0.00043566458,0.00029899486,0.00041995564,0.0002180817,0.00037979457,0.00094499346,0.0010447194,0.0010274735],"category_scores_gemma":[0.0005691246,0.0002654023,0.00045712525,0.00026114128,0.0005323239,0.00046280294,0.00031373277,0.00043660065,0.00013447346],"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":[0.000012801872,0.000013788948,0.00059415016,0.000011434373,0.000003136055,0.000043275642,0.000021836342,0.99204355,0.0037657311,0.00092954055,0.000051650426,0.0025090475],"study_design_scores_gemma":[9.1092056e-7,0.000004338877,0.000108134474,0.0000010209282,5.805097e-7,0.0000061207397,0.000002657619,0.9991798,0.00046493913,0.00016570937,0.00006422067,0.000001558955],"about_ca_topic_score_codex":0.0093256915,"about_ca_topic_score_gemma":0.0057709427,"teacher_disagreement_score":0.0093256915,"about_ca_system_score_codex":0.00049655396,"about_ca_system_score_gemma":0.0005842352,"threshold_uncertainty_score":0.018542826},"labels":[],"label_agreement":null},{"id":"W4415938463","doi":"10.1016/j.ijmst.2025.09.013","title":"Mechanical response and pore pressure evolution of cemented paste backfill under deep mine-like multiaxial stress and temperature conditions","year":2025,"lang":"en","type":"article","venue":"International Journal of Mining Science and Technology","topic":"Tailings Management and Properties","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":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; University of Ottawa","keywords":"Pore water pressure; Suction; Stress (linguistics); Stiffness; Cement; Compressive strength; Thermal; Particle (ecology)","score_opus":0.005482914880960982,"score_gpt":0.23556523275076338,"score_spread":0.2300823178698024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415938463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993616,0.000080667756,0.00039195112,0.0000067017877,0.000002633697,0.0000032432804,0.00005857242,0.000007517681,0.00008704763],"genre_scores_gemma":[0.9992586,0.00006930168,0.00042446534,0.000008582719,0.000001832434,0.000007913002,0.000053226882,0.000003859193,0.00017226803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998728,0.000013994995,0.000008982005,0.000029189727,0.000050200237,0.000024923474],"domain_scores_gemma":[0.99978596,0.000045897053,0.000074875636,0.000015239846,0.000043967735,0.00003408256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018955684,0.00029553616,0.00020268874,0.0001590406,0.00013910688,0.00019802233,0.0001522913,0.00024494968,0.0007573669],"category_scores_gemma":[0.0002988324,0.00016965468,0.00015369043,0.00016321582,0.00029469488,0.00022539636,0.00018279105,0.00029510199,0.00007980197],"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":[0.00008031645,0.000015158389,0.0011630168,0.000019465722,0.0000037730413,0.000032480344,0.000044512293,0.00016440841,0.9976375,0.00001031902,0.00000775556,0.0008212256],"study_design_scores_gemma":[0.0000073393653,0.00063997164,0.049660977,0.000005522562,0.0000143748375,0.00010412283,0.00020496424,0.0033636803,0.94553024,0.000034982175,0.00041843616,0.000015339558],"about_ca_topic_score_codex":0.00065496657,"about_ca_topic_score_gemma":0.0014314967,"teacher_disagreement_score":0.0007573669,"about_ca_system_score_codex":0.00016933405,"about_ca_system_score_gemma":0.00013506372,"threshold_uncertainty_score":0.0025336146},"labels":[],"label_agreement":null},{"id":"W4415973906","doi":"10.5382/geo-and-mining-29","title":"From Prospect to Postclosure: Essential Tailings Management Knowledge for Exploration Geologists","year":2025,"lang":"en","type":"article","venue":"SEG Discovery","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); University of Saskatchewan","funders":"","keywords":"Tailings; Harm; Environmental remediation; Natural (archaeology); Mineral exploration; Hazardous waste; Risk management; Surface mining","score_opus":0.010335396727367663,"score_gpt":0.24045808134543786,"score_spread":0.2301226846180702,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415973906","genre_codex":"commentary","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025647632,0.034413584,0.0091028875,0.7969011,0.1106695,0.00005891679,0.00046477283,0.00049670885,0.045327783],"genre_scores_gemma":[0.06425996,0.16216281,0.031113826,0.38645035,0.252928,0.00023428912,0.001061284,0.0011445133,0.100645],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982535,0.0005470387,0.00025235213,0.00022149456,0.0005602482,0.0001652272],"domain_scores_gemma":[0.97658074,0.014313924,0.0010935421,0.0010445304,0.004577652,0.0023896252],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049113934,0.0005085393,0.0006110805,0.0015590466,0.002818426,0.006963812,0.0024767902,0.0056982078,0.019739596],"category_scores_gemma":[0.04168398,0.00043333933,0.00042805562,0.0012986152,0.0038066583,0.017248953,0.0032651268,0.00912747,0.0072299535],"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":[0.000014109788,0.000020268839,0.00045639157,0.0002500669,0.0000038187163,0.00023011639,0.0023815597,0.00010702071,0.00005723633,0.005588961,0.872586,0.11830434],"study_design_scores_gemma":[0.0000028717036,0.000009132489,0.0003077215,0.0008264546,0.0000034357995,0.00030430703,0.0024899035,0.000076722295,0.000046521778,0.011707503,0.984209,0.000016502378],"about_ca_topic_score_codex":0.0026684743,"about_ca_topic_score_gemma":0.00674597,"teacher_disagreement_score":0.019739596,"about_ca_system_score_codex":0.001249413,"about_ca_system_score_gemma":0.0047834394,"threshold_uncertainty_score":0.06603551},"labels":[],"label_agreement":null},{"id":"W4416086744","doi":"10.1061/ijgnai.gmeng-12506","title":"Discussion of “Dynamic Response Characteristics and Liquefaction Analysis of a Phosphogypsum Tailings Dam”","year":2025,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Phosphogypsum; Tailings; Liquefaction; Soil liquefaction","score_opus":0.004874692564372707,"score_gpt":0.2335398423587483,"score_spread":0.2286651497943756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416086744","genre_codex":"empirical","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87819093,0.0004059985,0.08944924,0.005745639,0.00049919955,0.00013680063,0.00039381732,0.0004709984,0.024707405],"genre_scores_gemma":[0.9814322,0.00020312019,0.004408207,0.00067133305,0.00005050457,0.000033900957,0.00010691949,0.00002688439,0.013066867],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99978787,0.000020536927,0.000009046515,0.00003505691,0.00010937335,0.000038072358],"domain_scores_gemma":[0.9997259,0.000119757555,0.000024632729,0.000018814282,0.000089949266,0.000020917432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005056575,0.0003014748,0.0002510745,0.0004630657,0.0007641292,0.0006339707,0.0007904194,0.0013205708,0.00420836],"category_scores_gemma":[0.0009354331,0.0001530471,0.00043837415,0.00027984497,0.0006322559,0.0006615764,0.00040266293,0.00059487496,0.00039102428],"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":[0.0009063437,0.00026470714,0.018502498,0.00048715193,0.000055085195,0.0065096696,0.003048455,0.1441267,0.71357787,0.021761866,0.009557536,0.081202105],"study_design_scores_gemma":[0.00007425958,0.0013032622,0.046260916,0.00013580665,0.000096055795,0.0018606213,0.004347695,0.24911381,0.60485697,0.009560706,0.082228385,0.00016146568],"about_ca_topic_score_codex":0.0049921554,"about_ca_topic_score_gemma":0.0041789385,"teacher_disagreement_score":0.0049921554,"about_ca_system_score_codex":0.00048716122,"about_ca_system_score_gemma":0.0006104713,"threshold_uncertainty_score":0.014078379},"labels":[],"label_agreement":null},{"id":"W4416406853","doi":"10.1016/j.deepre.2025.100232","title":"Numerical and experimental studies of the natural mixing behavior between an uncemented paste backfill and dumped waste rock in stopes from laboratory toward field conditions. Part I: Calibration and validation of a numerical model","year":2025,"lang":"en","type":"article","venue":"Deep Resources Engineering","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":"Agnico Eagle (Canada); Polytechnique Montréal; Université du Québec en Abitibi-Témiscamingue","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Calibration; Natural (archaeology); Mixing (physics); Field (mathematics); Waste disposal","score_opus":0.015708476472422843,"score_gpt":0.24023352209579718,"score_spread":0.22452504562337433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416406853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98944956,0.0001401899,0.008798028,0.00003798498,0.000015339476,0.000051847765,0.00021954699,0.000064946194,0.0012225278],"genre_scores_gemma":[0.9885697,0.0001166487,0.010685449,0.000007146137,0.0000024704657,0.000060348833,0.00013677587,0.000006031888,0.00041546507],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968755,0.000037077367,0.00003888117,0.0000728949,0.00012910627,0.000034581495],"domain_scores_gemma":[0.9990073,0.0005105566,0.00015341888,0.00011729091,0.00015928395,0.00005230388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078580366,0.00039519524,0.0004060169,0.0005068533,0.00035336634,0.00043802886,0.0006303879,0.0006899185,0.00084604963],"category_scores_gemma":[0.0013116603,0.000193911,0.00035689495,0.00045241546,0.0006354001,0.0003741434,0.00040992798,0.00049855583,0.00016096704],"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":[0.0006697934,0.00080489926,0.019965034,0.00051049,0.00003160216,0.00044074774,0.0004684479,0.41057163,0.54111177,0.0013278489,0.0002567769,0.02384095],"study_design_scores_gemma":[0.00004950561,0.0013763707,0.010320359,0.000030345313,0.000023628087,0.00011603951,0.0003053456,0.7567727,0.22970945,0.00037854217,0.00086988555,0.00004789269],"about_ca_topic_score_codex":0.0017659393,"about_ca_topic_score_gemma":0.002077466,"teacher_disagreement_score":0.0017659393,"about_ca_system_score_codex":0.00042768993,"about_ca_system_score_gemma":0.00030264776,"threshold_uncertainty_score":0.004155755},"labels":[],"label_agreement":null},{"id":"W4416410415","doi":"10.1007/s00603-025-05009-2","title":"Minimum-Time Path (Brachistochrone) Analysis for Extreme Flow Slide Mobility in High-End Waste Dumps: Integrating Pore Pressure and Dynamic Rheology","year":2025,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","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":"Oulun Yliopisto","keywords":"Turbulence; Pore water pressure; Flow (mathematics); Rheology; Path (computing); Stress path; Shear (geology); Dynamic pressure; Process (computing)","score_opus":0.005235425703812736,"score_gpt":0.1809594750610055,"score_spread":0.17572404935719274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416410415","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94442177,0.00010204233,0.053326033,0.00002558443,0.0000039987394,0.000030194882,0.00063217414,0.0003872745,0.0010709421],"genre_scores_gemma":[0.98668206,0.000035829195,0.012739433,0.0000023156827,8.243917e-7,0.000010748225,0.00030316846,0.000022867287,0.00020278092],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983,0.000018523198,0.000011495657,0.00004161826,0.00006480145,0.000033537148],"domain_scores_gemma":[0.9996055,0.00008185818,0.000107265616,0.000040996183,0.00013092296,0.000033499316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004504573,0.00028672392,0.00026516733,0.0024332681,0.00042257435,0.00065744936,0.00046845822,0.00030165192,0.0010628124],"category_scores_gemma":[0.0012612845,0.000135588,0.00027861446,0.0014456861,0.00028799815,0.00040527078,0.00040174712,0.00022450797,0.00021193104],"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":[0.00053404825,0.00012655262,0.5128573,0.00030221677,0.00012719682,0.0009294304,0.0010101483,0.19765583,0.12783521,0.003225086,0.0010705579,0.1543263],"study_design_scores_gemma":[0.000008848763,0.00016335757,0.42964876,0.000039185292,0.000035767673,0.00038427033,0.0006460147,0.53759176,0.028283982,0.0013022518,0.0018266927,0.00006909756],"about_ca_topic_score_codex":0.021043941,"about_ca_topic_score_gemma":0.029863924,"teacher_disagreement_score":0.021043941,"about_ca_system_score_codex":0.00059758476,"about_ca_system_score_gemma":0.0006307536,"threshold_uncertainty_score":0.041842937},"labels":[],"label_agreement":null},{"id":"W4416768091","doi":"10.18280/mmep.121025","title":"Optimizing Blasting in Narrow Veins: Using DECKs to Reduce Dilution and Improve Recovery in Underground Mining","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rock blasting; Underground mining (soft rock); Dilution; Coal mining","score_opus":0.028748749167739947,"score_gpt":0.2232377522989983,"score_spread":0.19448900313125836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416768091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6880697,0.0006308243,0.30359402,0.0004864775,0.000050530187,0.000058764814,0.000115097406,0.00028898832,0.0067056697],"genre_scores_gemma":[0.98078823,0.00018777912,0.016776554,0.000020918318,0.0000047518784,0.000013968786,0.000038613365,0.00003228293,0.0021368612],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998468,0.000040628962,0.0000089353725,0.000035451812,0.000032950757,0.000035208344],"domain_scores_gemma":[0.99965775,0.00016564326,0.00006002337,0.000031166335,0.000057784113,0.000027533166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003337608,0.00046905025,0.00085718575,0.00038185503,0.00038208807,0.0011504063,0.0006506292,0.0009859622,0.0017076414],"category_scores_gemma":[0.0010999386,0.00034595517,0.00030489688,0.0004495828,0.00053040206,0.0011314108,0.00061039417,0.0005085192,0.00028848072],"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":[0.00017205697,0.00013367327,0.0017800052,0.000069658185,0.000012573996,0.000057875473,0.00002742006,0.95489365,0.013245302,0.001782628,0.0002579565,0.02756724],"study_design_scores_gemma":[0.000012957021,0.00013269634,0.00055111916,0.0000070764927,0.000010088666,0.000015053846,0.000038467053,0.9901376,0.0067995135,0.0019977097,0.00029062317,0.0000070406672],"about_ca_topic_score_codex":0.0032440494,"about_ca_topic_score_gemma":0.004142597,"teacher_disagreement_score":0.0032440494,"about_ca_system_score_codex":0.00048467374,"about_ca_system_score_gemma":0.0006125981,"threshold_uncertainty_score":0.0064502954},"labels":[],"label_agreement":null},{"id":"W4416879107","doi":"10.1016/j.apt.2025.105124","title":"Effect of residual CO2 on three-phase flow characteristics of carbon sequestration backfill slurry in straight horizontal pipeline","year":2025,"lang":"en","type":"article","venue":"Advanced Powder Technology","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Basic Research Program of Shaanxi Province; Key Research and Development Projects of Shaanxi Province; Key Laboratory of Coal Resources Exploration and Comprehensive Utilization, Ministry of Land and Resources; National Natural Science Foundation of China; China Postdoctoral Science Foundation; Ontario Ministry of Natural Resources and Forestry","keywords":"Slurry; Flow (mathematics); Residual; Carbon sequestration; Multiphase flow; Pipeline transport; Volumetric flow rate; Residual oil; Inlet","score_opus":0.004406775339573225,"score_gpt":0.23800474658726947,"score_spread":0.23359797124769624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416879107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993286,0.000053717067,0.0002924729,0.00001602181,0.0000064194446,0.0000021175804,0.0000669918,0.000020275653,0.00021346204],"genre_scores_gemma":[0.999577,0.000029030312,0.00010390644,0.0000058604905,0.0000014708417,0.0000018653067,0.00006645903,0.0000030448803,0.00021141375],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99977845,0.00002154667,0.000014396771,0.00005417163,0.00005135778,0.00008002064],"domain_scores_gemma":[0.99963105,0.00016528931,0.00005726995,0.00001868446,0.000096861484,0.000030772168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024435602,0.00021190738,0.0002742917,0.0002131648,0.00030775805,0.00035308665,0.00028602744,0.0004349515,0.0017986234],"category_scores_gemma":[0.0005392614,0.0001349207,0.00028713318,0.00030034705,0.00038303097,0.000495145,0.00012467346,0.00037465058,0.00021832323],"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":[0.0043012383,0.00023590091,0.00840822,0.00015531518,0.000023080875,0.00043863175,0.000226695,0.0040477477,0.973279,0.00017876769,0.00024306262,0.008462286],"study_design_scores_gemma":[0.000023949537,0.0008238167,0.014684868,0.000006715478,0.000023135686,0.000054287033,0.00026008245,0.012829531,0.970831,0.000043136635,0.00039883473,0.000020668938],"about_ca_topic_score_codex":0.0044326875,"about_ca_topic_score_gemma":0.0033042578,"teacher_disagreement_score":0.0044326875,"about_ca_system_score_codex":0.0003532193,"about_ca_system_score_gemma":0.00035138283,"threshold_uncertainty_score":0.008813739},"labels":[],"label_agreement":null},{"id":"W4417098849","doi":"10.20944/preprints202512.0531.v1","title":"Responsible Recovery of Mine Tailings: A Governance-Driven Framework for Intelligent Green Mining","year":2025,"lang":"","type":"preprint","venue":"Preprints.org","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; Process (computing); Mining industry; Association rule learning; Sustainability; Environmental governance; Reliability (semiconductor)","score_opus":0.09411037846894466,"score_gpt":0.3155139271488969,"score_spread":0.22140354867995227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417098849","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004144796,0.0001653297,0.97747266,0.006260891,0.0000601856,0.0002205282,0.0001532071,0.00053367193,0.010988709],"genre_scores_gemma":[0.25976726,0.00045303119,0.7319808,0.0009606957,0.00014283047,0.00054369913,0.00057524024,0.0002749961,0.0053014723],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9867466,0.005968598,0.0011180396,0.0023124136,0.0028001014,0.0010543006],"domain_scores_gemma":[0.9836511,0.0052638594,0.0016880184,0.0053416514,0.0027622725,0.001293111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.022078825,0.0010610356,0.0008887067,0.003030502,0.0023534568,0.010451234,0.0041836663,0.004303211,0.002989665],"category_scores_gemma":[0.01997519,0.0007034051,0.0019341257,0.002095528,0.011227148,0.011144724,0.008709737,0.0044588405,0.0009685567],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015997506,0.0000699199,0.0011938943,0.00007599214,0.000030908664,0.00014844692,0.0005322994,0.039665565,0.0006336095,0.9376264,0.0020224953,0.017984338],"study_design_scores_gemma":[0.00001673914,0.000028474262,0.0002777931,0.00012676904,0.000018956356,0.00005276976,0.0004330284,0.0964792,0.0010766268,0.871016,0.030441081,0.00003266951],"about_ca_topic_score_codex":0.007659199,"about_ca_topic_score_gemma":0.008342202,"teacher_disagreement_score":0.022078825,"about_ca_system_score_codex":0.0052473396,"about_ca_system_score_gemma":0.01262543,"threshold_uncertainty_score":0.11676538},"labels":[],"label_agreement":null},{"id":"W4417437484","doi":"10.1007/s42461-025-01399-7","title":"Multi-Objective Ratio Optimization of Alkali-Activated Cemented Paste Backfill Mixtures Using the Sobol and Non-Dominated Sorting","year":2025,"lang":"en","type":"article","venue":"Mining Metallurgy & Exploration","topic":"Tailings Management and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Sorting; Fly ash; Slump; Cement; Compressive strength; Water–cement ratio; Sobol sequence; Superplasticizer","score_opus":0.026458378788225944,"score_gpt":0.24094832701723978,"score_spread":0.21448994822901385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417437484","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40233988,0.0020647685,0.5835476,0.00026561628,0.00013686328,0.00028650794,0.00029392616,0.0005409832,0.010523939],"genre_scores_gemma":[0.91254616,0.0003497659,0.08234541,0.0000876834,0.000025612846,0.00024222562,0.00020601011,0.0000815793,0.0041156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99953043,0.00014778975,0.000026594558,0.00006925314,0.0001266966,0.00009936206],"domain_scores_gemma":[0.99928266,0.00047946532,0.00006965048,0.000017569299,0.000112992006,0.00003755212],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014478692,0.0015712288,0.0022046566,0.001323035,0.0005637095,0.0018050367,0.0010808562,0.0018249012,0.0020617023],"category_scores_gemma":[0.001395325,0.0007684775,0.0014905015,0.0008418558,0.00046446596,0.0009229937,0.0008420492,0.0008428367,0.00021023961],"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":[0.0001273621,0.00014654188,0.0002580046,0.00011897567,0.000049575207,0.000042423013,0.000015645777,0.9862576,0.0017965066,0.0005709142,0.00015006422,0.010466451],"study_design_scores_gemma":[0.0000141587125,0.00009410374,0.000123161,0.00000443217,0.000013640865,0.0000046744567,0.000012193286,0.9988009,0.00064725,0.00018204324,0.000099257726,0.0000040959026],"about_ca_topic_score_codex":0.009103106,"about_ca_topic_score_gemma":0.008331869,"teacher_disagreement_score":0.009103106,"about_ca_system_score_codex":0.00081752136,"about_ca_system_score_gemma":0.001680997,"threshold_uncertainty_score":0.018100262},"labels":[],"label_agreement":null},{"id":"W4417475463","doi":"10.1139/er-2025-0146","title":"A review of the current state, challenges, and emerging trends for sustainable tailings remediation in South Africa: transforming mine tailings dumps into bioenergy hotspots","year":2025,"lang":"en","type":"article","venue":"Environmental Reviews","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":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Tailings; Bioenergy; Renewable energy; Sustainability; Biomass (ecology); Energy crop; Energy source; Climate change mitigation","score_opus":0.015405341356063067,"score_gpt":0.2274080732375473,"score_spread":0.21200273188148425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417475463","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00042482445,0.99599457,0.0002314138,0.0016911248,0.0005286103,0.000009992019,0.00005399111,0.000011537204,0.0010539956],"genre_scores_gemma":[0.0012058717,0.99748296,0.0002659183,0.00041061515,0.0001838028,0.0000068488057,0.00004503491,0.0000023447137,0.00039656978],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999516,0.000099033496,0.000111802394,0.0000677841,0.00014129469,0.00006409529],"domain_scores_gemma":[0.9986254,0.0005454371,0.00032569907,0.000026252057,0.0003408876,0.00013628957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011624668,0.00090883556,0.0010994488,0.0041312366,0.0005844571,0.0022173475,0.0010096937,0.0012649574,0.004515008],"category_scores_gemma":[0.002281282,0.00040747153,0.0009207478,0.0061482703,0.00066328916,0.0033922167,0.0010368254,0.0014455059,0.0011114686],"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":[0.00010086828,0.00011892966,0.0010602856,0.12338354,0.00019758413,0.0008971628,0.00092996826,0.001130094,0.0055309753,0.009848677,0.08079431,0.7760076],"study_design_scores_gemma":[0.0000048144243,0.00009304908,0.0018435329,0.019317498,0.00014414129,0.0008044207,0.0007071582,0.00011386117,0.0004186468,0.0015964317,0.9749296,0.00002683944],"about_ca_topic_score_codex":0.0035430726,"about_ca_topic_score_gemma":0.0077621294,"teacher_disagreement_score":0.004515008,"about_ca_system_score_codex":0.0015277738,"about_ca_system_score_gemma":0.0048954347,"threshold_uncertainty_score":0.015104234},"labels":[],"label_agreement":null},{"id":"W4417507956","doi":"10.20873/saberesemcirculacao9","title":"SIMULAÇÃO DE ROMPIMENTO DE UMA BARRAGEM DE REJEITOS INDUSTRIAIS DE FERTILIZANTES EM ARRAIAS, TOCANTINS, BRASIL","year":2025,"lang":"","type":"article","venue":"DESAFIOS Revista Interdisciplinar da Universidade Federal do Tocantins","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":"Work (physics); Yield (engineering); Quarter (Canadian coin)","score_opus":0.015497180800705371,"score_gpt":0.26200763181934666,"score_spread":0.2465104510186413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417507956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9748345,0.0002458205,0.012292602,0.00020449945,0.000042944463,0.000047359532,0.0014207128,0.0004927011,0.010418834],"genre_scores_gemma":[0.99270576,0.00017074058,0.004349951,0.000015597676,0.000002292138,0.000030544066,0.00045540376,0.000039592607,0.0022301725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987626,0.000016616104,0.000009286045,0.000034370318,0.000032991033,0.000030425186],"domain_scores_gemma":[0.99971586,0.00013191467,0.000023681418,0.00002874048,0.00007161658,0.000028148299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002815035,0.00056772353,0.00045729874,0.00063749007,0.0006159868,0.0012043782,0.0005727597,0.00093989546,0.00248017],"category_scores_gemma":[0.00091120007,0.0003647171,0.00081940525,0.0007141396,0.00058932055,0.00056928274,0.00048053398,0.00053712813,0.00031065373],"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":[0.00015903552,0.000105916144,0.039578747,0.00022676114,0.00005798077,0.00051729725,0.0004678441,0.9295191,0.008829411,0.0018868194,0.0008883944,0.017762713],"study_design_scores_gemma":[0.00004157805,0.00011563367,0.02525771,0.000053482312,0.000066497254,0.00008407283,0.0008880475,0.96326315,0.0046831486,0.0011072946,0.004402926,0.000036442772],"about_ca_topic_score_codex":0.13718468,"about_ca_topic_score_gemma":0.12844405,"teacher_disagreement_score":0.13718468,"about_ca_system_score_codex":0.0008771431,"about_ca_system_score_gemma":0.0013171805,"threshold_uncertainty_score":0.27277237},"labels":[],"label_agreement":null},{"id":"W6191417","doi":"10.1097/00007890-198307000-00010","title":"Procedures for the design of sillmats with paste backfill","year":2001,"lang":"en","type":"article","venue":"DC Rocks 2001, The 38th U.S. Symposium on Rock Mechanics (USRMS)","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":"Queen's University","funders":"","keywords":"Computer science","score_opus":0.018725747669955363,"score_gpt":0.2058538857696329,"score_spread":0.18712813809967754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6191417","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.015035349,0.00088897825,0.93734556,0.00036329473,0.0010878848,0.0040613,0.0017134632,0.021767687,0.017736569],"genre_scores_gemma":[0.041993007,0.0007864687,0.9102753,0.0004578825,0.00016917629,0.006661913,0.0029129635,0.0049042576,0.03183904],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99758947,0.00042544835,0.0003426894,0.0005479298,0.0007771382,0.00031724854],"domain_scores_gemma":[0.9932741,0.0020146733,0.0004123444,0.0026180104,0.0013218743,0.000358993],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0056550265,0.0022700117,0.0012162826,0.003576489,0.0014966825,0.0012240409,0.0021073492,0.001258884,0.09261029],"category_scores_gemma":[0.008387268,0.0016932978,0.0013733696,0.0016253338,0.0015550287,0.0014924522,0.0020866543,0.0031679058,0.041512363],"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":[0.0020329275,0.00065001025,0.0029456562,0.0017068438,0.00013683166,0.0016588251,0.0007497936,0.001995374,0.41798732,0.020151826,0.0265167,0.52346784],"study_design_scores_gemma":[0.00039188497,0.0015100575,0.0035077673,0.00028833063,0.00020652375,0.0021668368,0.0002630358,0.012190629,0.49287644,0.008759794,0.47768044,0.00015827538],"about_ca_topic_score_codex":0.00043654136,"about_ca_topic_score_gemma":0.0010881823,"teacher_disagreement_score":0.09261029,"about_ca_system_score_codex":0.00041354806,"about_ca_system_score_gemma":0.001208788,"threshold_uncertainty_score":0.3098123},"labels":[],"label_agreement":null},{"id":"W6894269613","doi":"10.5281/zenodo.898192","title":"Placer Mining Along The Fraser River, British Columbia: The Geomorphic Impact","year":2017,"lang":"en","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","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":"Placer mining; Aggradation; Sediment; Placer deposit; Channel (broadcasting); Dredging; Hydrology (agriculture); Sediment transport; Erosion; Deposition (geology)","score_opus":0.02553002243423883,"score_gpt":0.2148066784905873,"score_spread":0.18927665605634847,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6894269613","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9927764,0.00022646166,0.00006919771,0.00016326612,0.0000022750523,0.000006497954,0.00043896365,0.000008679606,0.0063083423],"genre_scores_gemma":[0.9958579,0.00036998873,0.00017217745,0.00003114953,0.0000015477528,0.0000042170745,0.00025951324,0.0000048454845,0.0032987746],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99978024,0.000020508589,0.0000071089835,0.000038276372,0.00007198591,0.00008182862],"domain_scores_gemma":[0.99947935,0.000068823494,0.000108904496,0.000026270398,0.00023751544,0.000079201905],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016653618,0.00020279872,0.00013283025,0.0015895413,0.0018890512,0.0013747226,0.00052621245,0.000344952,0.003664046],"category_scores_gemma":[0.0009271023,0.00019788888,0.00010850624,0.0031263432,0.0010766505,0.0003434889,0.00080650125,0.00037251198,0.0002995178],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053682925,0.00003894362,0.9321906,0.00006483034,0.000027148164,0.0010949296,0.0037154644,0.0013323341,0.0018318931,0.0008796756,0.0016445338,0.05712596],"study_design_scores_gemma":[0.0000013067939,0.000008776726,0.9943738,0.000021669699,0.0000048074835,0.00010147085,0.0024112223,0.00039999967,0.00009956479,0.000049791823,0.0025194928,0.000008003503],"about_ca_topic_score_codex":0.96639043,"about_ca_topic_score_gemma":0.9934116,"teacher_disagreement_score":0.03360957,"about_ca_system_score_codex":0.010995111,"about_ca_system_score_gemma":0.005037705,"threshold_uncertainty_score":0.07977545},"labels":[],"label_agreement":null},{"id":"W6901890127","doi":"10.60692/yw73z-mvz67","title":"Aftershocks of the Samarco disaster: diminished growth and increased metal content of Raphanus sativus cultivated in soil with mining tailings","year":2022,"lang":"en","type":"article","venue":"Greater South Information System","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":"Memorial University of Newfoundland","funders":"","keywords":"Tailings; Raphanus; Soil water; Soil contamination; Soil quality; Soil test; Soil pH","score_opus":0.019916553027782804,"score_gpt":0.15805086724797981,"score_spread":0.138134314220197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901890127","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996866,0.0000563517,0.000051649815,0.0000105982535,0.0000016083922,0.0000027263613,0.000058915553,0.000005733348,0.0001258243],"genre_scores_gemma":[0.99834967,0.000084751126,0.00022733306,0.00003378495,0.000001791977,0.000010469505,0.0002488787,0.000009773013,0.0010336775],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99991214,0.000010512824,0.000006749525,0.000031442807,0.000014631707,0.000024433679],"domain_scores_gemma":[0.99982905,0.00002119893,0.000045761313,0.000018499348,0.000025105903,0.000060253908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000087270666,0.0003810479,0.0003149702,0.00023106873,0.00021339928,0.00022379991,0.00024607044,0.00029072407,0.0005777516],"category_scores_gemma":[0.00012631019,0.00018387432,0.00029678727,0.00019120092,0.00019652469,0.00022003477,0.00031899914,0.0004822189,0.00018207506],"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":[0.00026413664,0.000056005327,0.00306575,0.000025454843,0.000012130682,0.0001294085,0.000102050544,0.000031301068,0.99520147,0.000012831434,0.000013605985,0.0010859987],"study_design_scores_gemma":[0.000038078877,0.003388528,0.58102036,0.000015404139,0.00009162516,0.00062637334,0.001214571,0.0011479139,0.41069072,0.000113702925,0.0016110096,0.000041654526],"about_ca_topic_score_codex":0.0035960076,"about_ca_topic_score_gemma":0.005627964,"teacher_disagreement_score":0.0035960076,"about_ca_system_score_codex":0.00030630644,"about_ca_system_score_gemma":0.00025073648,"threshold_uncertainty_score":0.007150173},"labels":[],"label_agreement":null},{"id":"W6902645766","doi":"10.6084/m9.figshare.c.7513035.v1","title":"International Alliance of Urolithiasis (IAU) consensus on miniaturized percutaneous nephrolithotomy","year":2024,"lang":"en","type":"other","venue":"University of Southern Denmark Research Portal (University of Southern Denmark)","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":"Western University","funders":"","keywords":"Percutaneous nephrolithotomy; Alliance; Delphi method; Delphi; Perioperative; Foundation (evidence); Lithotripsy; MEDLINE","score_opus":0.02224931838643828,"score_gpt":0.2271664622340893,"score_spread":0.204917143847651,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6902645766","genre_codex":"commentary","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016278837,0.20083222,0.043881398,0.63769174,0.038344473,0.0030827299,0.0016940687,0.00047091176,0.0577236],"genre_scores_gemma":[0.3370151,0.23828276,0.21286578,0.16556093,0.0110190585,0.013220683,0.005832669,0.0006535401,0.015549511],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.78160983,0.114694744,0.05651391,0.00665835,0.033737663,0.0067854337],"domain_scores_gemma":[0.7152829,0.11445166,0.022670016,0.008068652,0.12201994,0.0175067],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.21805768,0.0012164882,0.0026616596,0.011450739,0.0037937637,0.005761104,0.006401264,0.009531174,0.0059202802],"category_scores_gemma":[0.24193098,0.0010989169,0.0034702718,0.0069060544,0.0048349015,0.007118476,0.015438765,0.00842949,0.0023993694],"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":[0.00034883703,0.00024938464,0.011729278,0.04047753,0.0004553187,0.0013198706,0.022557648,0.0021170399,0.003432024,0.050122797,0.3611937,0.5059966],"study_design_scores_gemma":[0.00014551105,0.0003287211,0.013758558,0.0860854,0.00033496038,0.0020314022,0.020218555,0.001211013,0.0013638305,0.025123613,0.8490865,0.0003117824],"about_ca_topic_score_codex":0.008252793,"about_ca_topic_score_gemma":0.005085371,"teacher_disagreement_score":0.21805768,"about_ca_system_score_codex":0.008144962,"about_ca_system_score_gemma":0.060873747,"threshold_uncertainty_score":0.9642741},"labels":[],"label_agreement":null},{"id":"W6939169316","doi":"10.60692/t6jj8-kd423","title":"On the mechanics of filtered compacted consolidated and overconsolidated iron ore tailings at high pressures","year":2024,"lang":"en","type":"article","venue":"Greater South Information System","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":"Polytechnique Montréal","funders":"","keywords":"Shearing (physics); Breakage; Tailings dam; Tailings; Shear (geology); Particle-size distribution; Shear stress; Rock mechanics; Granular material","score_opus":0.01987413502150356,"score_gpt":0.1801848192881592,"score_spread":0.16031068426665562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6939169316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992969,0.000030349034,0.00021064197,0.0000071801505,0.0000017057117,0.0000035860287,0.000058377635,0.000006506601,0.00038479286],"genre_scores_gemma":[0.9989053,0.00004018719,0.00023988896,0.000005648932,0.000001470689,0.000004952865,0.00011645908,0.00000393394,0.00068208436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998136,0.00000803124,0.000013181003,0.00003305188,0.000098370845,0.000033794022],"domain_scores_gemma":[0.99980265,0.000049850987,0.000041878855,0.000018280849,0.00006124961,0.00002618758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021771355,0.00024414412,0.0002272942,0.000476834,0.00033538626,0.00034990365,0.00030344748,0.00032003396,0.0013610201],"category_scores_gemma":[0.00028429017,0.00018949088,0.00020579243,0.00031658052,0.00062590244,0.00038678286,0.00029463193,0.00026412276,0.00019790417],"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":[0.00046352207,0.000039772684,0.017340958,0.000083647,0.000013576648,0.0007855081,0.00048506353,0.0041054673,0.9673455,0.00026615255,0.00012492748,0.008945872],"study_design_scores_gemma":[0.000027396136,0.0010351102,0.31349343,0.000029885212,0.000033698336,0.0006437043,0.0017262329,0.015841825,0.6641755,0.0003582057,0.002590188,0.000044826666],"about_ca_topic_score_codex":0.0040441346,"about_ca_topic_score_gemma":0.009546082,"teacher_disagreement_score":0.0040441346,"about_ca_system_score_codex":0.0003720318,"about_ca_system_score_gemma":0.0002450202,"threshold_uncertainty_score":0.008041203},"labels":[],"label_agreement":null},{"id":"W6957654036","doi":"10.60692/pwsah-bt676","title":"On the mechanics of filtered compacted consolidated and overconsolidated iron ore tailings at high pressures","year":2024,"lang":"en","type":"article","venue":"Greater South Information System","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":"Polytechnique Montréal","funders":"","keywords":"Shearing (physics); Breakage; Tailings dam; Tailings; Shear (geology); Particle-size distribution; Shear stress; Rock mechanics; Granular material","score_opus":0.01987413502150356,"score_gpt":0.1801848192881592,"score_spread":0.16031068426665562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6957654036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992969,0.000030349034,0.00021064197,0.0000071801505,0.0000017057117,0.0000035860287,0.000058377635,0.000006506601,0.00038479286],"genre_scores_gemma":[0.9989053,0.00004018719,0.00023988896,0.000005648932,0.000001470689,0.000004952865,0.00011645908,0.00000393394,0.00068208436],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998136,0.00000803124,0.000013181003,0.00003305188,0.000098370845,0.000033794022],"domain_scores_gemma":[0.99980265,0.000049850987,0.000041878855,0.000018280849,0.00006124961,0.00002618758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021771355,0.00024414412,0.0002272942,0.000476834,0.00033538626,0.00034990365,0.00030344748,0.00032003396,0.0013610201],"category_scores_gemma":[0.00028429017,0.00018949088,0.00020579243,0.00031658052,0.00062590244,0.00038678286,0.00029463193,0.00026412276,0.00019790417],"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":[0.00046352207,0.000039772684,0.017340958,0.000083647,0.000013576648,0.0007855081,0.00048506353,0.0041054673,0.9673455,0.00026615255,0.00012492748,0.008945872],"study_design_scores_gemma":[0.000027396136,0.0010351102,0.31349343,0.000029885212,0.000033698336,0.0006437043,0.0017262329,0.015841825,0.6641755,0.0003582057,0.002590188,0.000044826666],"about_ca_topic_score_codex":0.0040441346,"about_ca_topic_score_gemma":0.009546082,"teacher_disagreement_score":0.0040441346,"about_ca_system_score_codex":0.0003720318,"about_ca_system_score_gemma":0.0002450202,"threshold_uncertainty_score":0.008041203},"labels":[],"label_agreement":null},{"id":"W6958223417","doi":"10.60692/yx5d0-1en33","title":"Aftershocks of the Samarco disaster: diminished growth and increased metal content of Raphanus sativus cultivated in soil with mining tailings","year":2022,"lang":"en","type":"article","venue":"Greater South Information System","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":"Memorial University of Newfoundland","funders":"","keywords":"Tailings; Raphanus; Soil water; Soil contamination; Soil quality; Soil test; Soil pH","score_opus":0.019916553027782804,"score_gpt":0.15805086724797981,"score_spread":0.138134314220197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6958223417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996866,0.0000563517,0.000051649815,0.0000105982535,0.0000016083922,0.0000027263613,0.000058915553,0.000005733348,0.0001258243],"genre_scores_gemma":[0.99834967,0.000084751126,0.00022733306,0.00003378495,0.000001791977,0.000010469505,0.0002488787,0.000009773013,0.0010336775],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99991214,0.000010512824,0.000006749525,0.000031442807,0.000014631707,0.000024433679],"domain_scores_gemma":[0.99982905,0.00002119893,0.000045761313,0.000018499348,0.000025105903,0.000060253908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000087270666,0.0003810479,0.0003149702,0.00023106873,0.00021339928,0.00022379991,0.00024607044,0.00029072407,0.0005777516],"category_scores_gemma":[0.00012631019,0.00018387432,0.00029678727,0.00019120092,0.00019652469,0.00022003477,0.00031899914,0.0004822189,0.00018207506],"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":[0.00026413664,0.000056005327,0.00306575,0.000025454843,0.000012130682,0.0001294085,0.000102050544,0.000031301068,0.99520147,0.000012831434,0.000013605985,0.0010859987],"study_design_scores_gemma":[0.000038078877,0.003388528,0.58102036,0.000015404139,0.00009162516,0.00062637334,0.001214571,0.0011479139,0.41069072,0.000113702925,0.0016110096,0.000041654526],"about_ca_topic_score_codex":0.0035960076,"about_ca_topic_score_gemma":0.005627964,"teacher_disagreement_score":0.0035960076,"about_ca_system_score_codex":0.00030630644,"about_ca_system_score_gemma":0.00025073648,"threshold_uncertainty_score":0.007150173},"labels":[],"label_agreement":null},{"id":"W6980409237","doi":"","title":"Caledonia Mining Corporation Plc Results for the quarter ended September 30, 2020","year":2020,"lang":"en","type":"other","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Corporation; Quarter (Canadian coin); Work (physics); Product (mathematics)","score_opus":0.01936958888815359,"score_gpt":0.2075474771418595,"score_spread":0.1881778882537059,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6980409237","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0037916151,0.00043543254,0.00051522924,0.0078776935,0.0033282626,0.00017626601,0.021880321,0.0007057785,0.96128935],"genre_scores_gemma":[0.003257023,0.00009176606,0.00012841004,0.00068870635,0.000067004185,0.000023204282,0.0038080544,0.000061690596,0.99187404],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99826485,0.000060846385,0.00003162707,0.000102188904,0.0012046912,0.00033583713],"domain_scores_gemma":[0.99807477,0.00011090558,0.000049611066,0.000066778346,0.0012932826,0.0004045511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014613792,0.0008138407,0.00035687725,0.0015594631,0.0021075027,0.0059107244,0.0008218963,0.003661702,0.29082724],"category_scores_gemma":[0.002884036,0.00035882197,0.0005091895,0.0008166996,0.00048040185,0.0015850986,0.0011602113,0.0024198913,0.15905616],"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":[0.000087520035,0.00003996087,0.00035545288,0.00002741629,0.0000020729556,0.00004999117,0.000013990096,0.00013425875,0.00018236131,0.0022017113,0.98656553,0.010339808],"study_design_scores_gemma":[0.000019678957,0.00002999856,0.0036703793,0.000036875463,0.0000033593474,0.000020432808,0.00011227033,0.00028790117,0.00047108336,0.00048774056,0.9948519,0.00000833525],"about_ca_topic_score_codex":0.09034459,"about_ca_topic_score_gemma":0.18944742,"teacher_disagreement_score":0.29082724,"about_ca_system_score_codex":0.0053297603,"about_ca_system_score_gemma":0.0074011185,"threshold_uncertainty_score":0.97291404},"labels":[],"label_agreement":null},{"id":"W6980755956","doi":"","title":"Contribution au développement de nouveaux ciments économiques à empreinte carbone réduite destinés aux remblais miniers cimentés","year":2024,"lang":"en","type":"dissertation","venue":"PolyPublie (École Polytechnique de Montréal)","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":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Cementitious; Tailings; Carbon footprint; Portland cement; Slag (welding); Steelmaking; Flue-gas desulfurization; Cement; Basic oxygen steelmaking","score_opus":0.01192450456897918,"score_gpt":0.24028539120201772,"score_spread":0.22836088663303855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6980755956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7675552,0.032687906,0.11252507,0.002061094,0.0004175806,0.00059034384,0.00065430976,0.0006658031,0.08284277],"genre_scores_gemma":[0.84653,0.016751656,0.10060831,0.00018961035,0.00012455626,0.00031813228,0.0006880641,0.00018715092,0.034602445],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99886394,0.0001601657,0.000036862602,0.00023883561,0.00055697,0.00014317263],"domain_scores_gemma":[0.998998,0.00024470655,0.00011719277,0.00016023425,0.00033016247,0.00014981124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002543233,0.00057882443,0.0006171512,0.0015687131,0.0006664959,0.0029808218,0.0011572824,0.0010103768,0.004259612],"category_scores_gemma":[0.0020363582,0.00034287004,0.0010002656,0.0010920137,0.0006528271,0.0019690262,0.0010704538,0.0010537239,0.0010210726],"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":[0.00074457953,0.0013942731,0.02118952,0.002558405,0.00030132633,0.0011442245,0.0007201511,0.052654985,0.26522702,0.056357592,0.004876275,0.59283155],"study_design_scores_gemma":[0.00015138379,0.0030311341,0.035796985,0.00070065644,0.0004500183,0.0010884821,0.0011904044,0.08861513,0.3224259,0.010344786,0.536036,0.00016909919],"about_ca_topic_score_codex":0.005580494,"about_ca_topic_score_gemma":0.007727019,"teacher_disagreement_score":0.005580494,"about_ca_system_score_codex":0.00285772,"about_ca_system_score_gemma":0.0030555383,"threshold_uncertainty_score":0.02073425},"labels":[],"label_agreement":null},{"id":"W6986269572","doi":"","title":"Para além dos saberes epistêmicos: a dramática do uso do corpo-si nos processos de certificação/formação dos trabalhadores de uma indústria multinacional de extração e processamento de minério de ferro.","year":2018,"lang":"pt","type":"article","venue":"Americanae (AECID Library)","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":"Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail","keywords":"Field (mathematics); Work (physics); Context (archaeology); Order (exchange)","score_opus":0.024081736902962315,"score_gpt":0.249791609208075,"score_spread":0.2257098723051127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6986269572","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21839264,0.006660391,0.04658624,0.094059624,0.0015857382,0.00010426293,0.00026673317,0.00092304026,0.6314213],"genre_scores_gemma":[0.89849085,0.0022971951,0.009078334,0.003445604,0.000257144,0.000042571737,0.0000968719,0.00043743296,0.08585392],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"qualitative","domain_scores_codex":[0.9916999,0.0039494373,0.00021494566,0.00079069415,0.0026668794,0.0006780935],"domain_scores_gemma":[0.9745933,0.01294471,0.0022808753,0.004386464,0.0043243947,0.0014703438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010136835,0.00030244843,0.00020320811,0.001400525,0.008066,0.010267934,0.0011217843,0.0025955664,0.009901419],"category_scores_gemma":[0.025965003,0.00044974886,0.00038029472,0.0016656345,0.012455141,0.010452946,0.009914475,0.0051089185,0.0023297886],"study_design_candidate":"qualitative","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":[0.0002805262,0.00015836103,0.009620899,0.00052596285,0.00003387812,0.0023792018,0.22299138,0.0005917034,0.0061642476,0.44551498,0.07301046,0.23872837],"study_design_scores_gemma":[0.000012136399,0.00013938935,0.007181745,0.0006200961,0.00002472569,0.0010527216,0.09238837,0.00082000665,0.0053897183,0.06308689,0.82920486,0.00007932333],"about_ca_topic_score_codex":0.007390295,"about_ca_topic_score_gemma":0.015460476,"teacher_disagreement_score":0.010267934,"about_ca_system_score_codex":0.004376378,"about_ca_system_score_gemma":0.0046293843,"threshold_uncertainty_score":0.05360931},"labels":[],"label_agreement":null},{"id":"W6990087335","doi":"","title":"Containment Lining Solutions and Hydrodynamic Stability of Tailings Dam","year":2023,"lang":"en","type":"article","venue":"University of Zagreb University Computing Centre (SRCE)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geological Survey of Canada; Natural Resources Canada","funders":"","keywords":"Tailings dam; Containment (computer programming); Tailings; Stability (learning theory); Flood myth; Work (physics)","score_opus":0.010260025366911635,"score_gpt":0.15337284554989583,"score_spread":0.14311282018298419,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6990087335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68933594,0.0013202672,0.24006781,0.0020428153,0.0003901811,0.00013865944,0.0003295758,0.00035450378,0.066020295],"genre_scores_gemma":[0.96879196,0.00035647454,0.010909307,0.000110571775,0.00007652745,0.000062001716,0.00017339797,0.00009031717,0.019429386],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99979573,0.000053978045,0.000009485514,0.000035144385,0.00004242203,0.00006325],"domain_scores_gemma":[0.99935013,0.00025127656,0.00010489911,0.000027646973,0.00016555596,0.00010035618],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043266488,0.0006710955,0.0006009876,0.0011910786,0.00077307137,0.0018004829,0.0008363796,0.001561095,0.0047059488],"category_scores_gemma":[0.003918427,0.0003407906,0.00043393893,0.000413676,0.001382411,0.0009913382,0.0018565083,0.001007968,0.00045881319],"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":[0.00040373622,0.00016226289,0.0034710006,0.00016145837,0.00004828439,0.00029497524,0.00032096775,0.7751626,0.012228966,0.17299166,0.004762861,0.029991245],"study_design_scores_gemma":[0.00002088191,0.000053545347,0.0006850331,0.000019235189,0.000008560132,0.000032427037,0.0001304419,0.9764525,0.0009908266,0.020313831,0.001278597,0.000014007211],"about_ca_topic_score_codex":0.00658051,"about_ca_topic_score_gemma":0.0028657194,"teacher_disagreement_score":0.00658051,"about_ca_system_score_codex":0.00083237997,"about_ca_system_score_gemma":0.0010903967,"threshold_uncertainty_score":0.015742898},"labels":[],"label_agreement":null},{"id":"W6991121191","doi":"","title":"Focus Graphite : Engages NewFields Canada Mining &amp;amp; Environment to Design the Tailing Storage Facility and Water Management System for its Lac Knife Graphite Project in Québec","year":2021,"lang":"en","type":"other","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Focus (optics); Graphite; Management system; Water cooling","score_opus":0.0283516774156004,"score_gpt":0.19744694610415175,"score_spread":0.16909526868855135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991121191","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011739706,0.0004189987,0.008240599,0.0071769813,0.00043874746,0.0003670777,0.004558742,0.00277033,0.9642887],"genre_scores_gemma":[0.02669764,0.00017000567,0.0027494552,0.0008644361,0.000014772949,0.0000400075,0.0007742897,0.0005422661,0.96814716],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.999121,0.000042729564,0.0000063399752,0.00005802177,0.0004888666,0.00028302713],"domain_scores_gemma":[0.9982218,0.0000774574,0.000021608943,0.00005134476,0.0011761012,0.00045161656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008914877,0.0007232832,0.00024314172,0.0009489178,0.005775138,0.0034368427,0.0010903463,0.0018793565,0.21067557],"category_scores_gemma":[0.0012697884,0.00051883707,0.0003584877,0.0007259747,0.0011062647,0.0008654275,0.001277411,0.0012804399,0.027935792],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011298127,0.0001740528,0.0046530906,0.00011465306,0.000013661045,0.00038478657,0.0007295034,0.0026289225,0.0076481933,0.013955578,0.86879766,0.10078684],"study_design_scores_gemma":[0.000020403306,0.000040564977,0.0031692376,0.000035925248,0.0000058723367,0.000055778233,0.0009708818,0.0022488972,0.0020564988,0.00068835716,0.99068403,0.000023554332],"about_ca_topic_score_codex":0.936826,"about_ca_topic_score_gemma":0.98906064,"teacher_disagreement_score":0.21067557,"about_ca_system_score_codex":0.022128081,"about_ca_system_score_gemma":0.042412736,"threshold_uncertainty_score":0.70478},"labels":[],"label_agreement":null},{"id":"W6991162028","doi":"","title":"Focus Graphite Engages NewFields Canada Mining &amp;amp; Environment to Design the Tailing Storage Facility and Water Management System for its Lac Knife Graphite Project in Québec","year":2021,"lang":"en","type":"other","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Focus (optics); Graphite; Management system; Water cooling","score_opus":0.02853667999763652,"score_gpt":0.19789649197536374,"score_spread":0.16935981197772723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991162028","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01927907,0.0004876765,0.007940908,0.008490658,0.0004688973,0.00039994088,0.003730599,0.0021135593,0.9570886],"genre_scores_gemma":[0.0286273,0.00016223929,0.002350495,0.00074767775,0.000011632193,0.000029657454,0.0005544622,0.00031989082,0.9671967],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99901736,0.00004515299,0.000007259376,0.00007016867,0.0005495344,0.0003105592],"domain_scores_gemma":[0.99819547,0.000082187646,0.000022410215,0.000055169123,0.0011767016,0.00046805068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000862891,0.00068154547,0.00024182347,0.0010322129,0.006492931,0.00327185,0.0010124636,0.0018731287,0.16554978],"category_scores_gemma":[0.0011433074,0.0005472915,0.00042253346,0.0007686382,0.0011412797,0.00070435664,0.0012302839,0.0014217354,0.019430438],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017859308,0.00024498705,0.009140636,0.0001287261,0.00002116266,0.00070129044,0.00092614716,0.004142893,0.011448613,0.019723762,0.82638884,0.12695433],"study_design_scores_gemma":[0.000019732455,0.000048857022,0.0044361074,0.000034342534,0.0000068008767,0.0000657906,0.001037359,0.0026425172,0.0025243636,0.00061100145,0.98854804,0.000025137257],"about_ca_topic_score_codex":0.94479,"about_ca_topic_score_gemma":0.99121326,"teacher_disagreement_score":0.16554978,"about_ca_system_score_codex":0.02545314,"about_ca_system_score_gemma":0.04709478,"threshold_uncertainty_score":0.5538192},"labels":[],"label_agreement":null},{"id":"W6991334740","doi":"","title":"GEOCHEMICAL IMPLICATIONS OF GYPSUM ADDITION TO OIL SANDS FLUID FINE TAILINGS: LABORATORY BATCH AND COLUMN EXPERIMENTS","year":2021,"lang":"en","type":"dissertation","venue":"University Library (University of Saskatchewan)","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":"Oil sands; Gypsum; Tailings; Dewatering; Methane; Butte; Extraction (chemistry); Anoxic waters; Produced water","score_opus":0.005295627040803789,"score_gpt":0.1639038166954933,"score_spread":0.1586081896546895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991334740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99912554,0.00005250725,0.0003362499,0.000020948897,0.0000072639164,0.000059843074,0.00024116298,0.000010288938,0.00014612051],"genre_scores_gemma":[0.99575174,0.00021550777,0.002612017,0.000054002558,0.00001095997,0.00009913209,0.00032136572,0.0000081300905,0.00092721137],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995933,0.000058698133,0.00004504522,0.00012080656,0.00010889967,0.000073177],"domain_scores_gemma":[0.9993988,0.00018970245,0.00010814406,0.00006946221,0.00013948273,0.00009428373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005546736,0.00055380724,0.0006610085,0.0002441746,0.0005743267,0.0005460432,0.00059536676,0.0005932084,0.00049253245],"category_scores_gemma":[0.00057495135,0.00024979538,0.0006249788,0.00029443088,0.00051306,0.00027829988,0.00050556206,0.0006872641,0.00009546442],"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":[0.001034632,0.0004150512,0.0036437996,0.000059051203,0.000026825652,0.00007751726,0.000086013766,0.0006675446,0.99225277,0.000019920595,0.000032086482,0.001684773],"study_design_scores_gemma":[0.000073743046,0.0048073074,0.01818621,0.0000063282337,0.00007142535,0.000053642914,0.00017351967,0.0018499192,0.9742517,0.000042051033,0.00045262917,0.000031557876],"about_ca_topic_score_codex":0.035431158,"about_ca_topic_score_gemma":0.04703978,"teacher_disagreement_score":0.035431158,"about_ca_system_score_codex":0.0014383435,"about_ca_system_score_gemma":0.0009543875,"threshold_uncertainty_score":0.07044983},"labels":[],"label_agreement":null},{"id":"W6991984946","doi":"","title":"An investigation into the influence of sodium silicate on the physical and mechanical properties of minefill : by Seyed Mehdi Razavi.","year":2007,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","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":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Sodium silicate; Mining industry; Underground mining (soft rock); Municipal solid waste","score_opus":0.013726285502027867,"score_gpt":0.2186880491337375,"score_spread":0.20496176363170962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991984946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9101146,0.062293157,0.004209364,0.0062288106,0.0013615123,0.0001530593,0.00060837774,0.0000886042,0.014942432],"genre_scores_gemma":[0.82205456,0.058310617,0.003973361,0.0015350824,0.00023064806,0.00007961798,0.0006237343,0.000059650847,0.113132656],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982005,0.000024110483,0.000010670126,0.00004514783,0.000081898244,0.000018131499],"domain_scores_gemma":[0.9998729,0.000031599,0.000017047634,0.000004849613,0.000063113046,0.00001046968],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004372325,0.00031999397,0.00019240702,0.00029249868,0.00045825346,0.000358842,0.00026722535,0.00034161226,0.005209862],"category_scores_gemma":[0.00034562845,0.00016186126,0.00031909163,0.0003370606,0.0002832051,0.00036380903,0.0003025615,0.0004287554,0.0012637737],"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":[0.0007642218,0.00035088437,0.007776114,0.0014633435,0.00006339203,0.0006583303,0.0021888488,0.0004887737,0.83454347,0.0010761378,0.012762475,0.13786407],"study_design_scores_gemma":[0.00004900979,0.0027707398,0.061970416,0.00028386433,0.00010714987,0.0021822683,0.004934672,0.0014213441,0.7702254,0.00077210396,0.15518582,0.0000971998],"about_ca_topic_score_codex":0.0024923221,"about_ca_topic_score_gemma":0.003516252,"teacher_disagreement_score":0.005209862,"about_ca_system_score_codex":0.00022734274,"about_ca_system_score_gemma":0.00034802614,"threshold_uncertainty_score":0.017428756},"labels":[],"label_agreement":null},{"id":"W6996253719","doi":"","title":"Respuesta Ciclica de Arena de Relaves en un Amplio Rango de Presiones","year":2012,"lang":"es","type":"other","venue":"Universidad de Chile","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":"Context (archaeology); Work (physics); Situated","score_opus":0.0065767831809641,"score_gpt":0.1987758492201171,"score_spread":0.192199066039153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6996253719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98641473,0.0008180643,0.00038067478,0.000036942456,0.000011298814,0.000019148725,0.00014450817,0.00002679779,0.012147875],"genre_scores_gemma":[0.9804733,0.0005064644,0.0005320016,0.000039086535,0.000010961165,0.000031280233,0.0003026222,0.000024512785,0.01807969],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991992,0.000067272165,0.000032011572,0.0002853596,0.00027263837,0.00014353188],"domain_scores_gemma":[0.9988373,0.00026724557,0.00018262319,0.00009265737,0.00036711938,0.00025312995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039210552,0.00030706928,0.0005955393,0.0008341244,0.0015528514,0.0023100972,0.00045182355,0.000858667,0.0061436244],"category_scores_gemma":[0.0009722905,0.000305925,0.0004127375,0.0007401712,0.0008521723,0.000991709,0.0016307965,0.00091125304,0.0011916097],"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":[0.0013641225,0.00032033667,0.38744536,0.00055090064,0.00019757742,0.0025456974,0.01101606,0.0024618732,0.5136135,0.0017524802,0.0011293872,0.07760264],"study_design_scores_gemma":[0.000013536606,0.0009258884,0.92895013,0.00008417717,0.00005569021,0.0009960692,0.01072668,0.0006189773,0.023898091,0.00051332155,0.03318088,0.000036589536],"about_ca_topic_score_codex":0.015162494,"about_ca_topic_score_gemma":0.049417708,"teacher_disagreement_score":0.015162494,"about_ca_system_score_codex":0.0013109378,"about_ca_system_score_gemma":0.0007885401,"threshold_uncertainty_score":0.030148506},"labels":[],"label_agreement":null},{"id":"W6996840137","doi":"","title":"THERMAL PROPERTIES AND SOIL-WATER CHARACTERISTIC CURVES OF COAL FLY ASH AND MINE TAILINGS MIXTURES","year":2011,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","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; Fly ash; Coal; Coal mining; Thermal; Thermal power station","score_opus":0.0783012136678125,"score_gpt":0.22483804402678442,"score_spread":0.14653683035897191,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6996840137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987814,0.000018623536,0.00050633703,0.000004616846,0.0000011282465,0.000009039708,0.00023086202,0.000012529523,0.0004355889],"genre_scores_gemma":[0.9978065,0.00003639582,0.0006656817,0.000008068411,6.7143554e-7,0.000014496682,0.0002878349,0.000009283116,0.001171095],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99975747,0.000017554212,0.000014543434,0.00004417541,0.0001397813,0.00002649452],"domain_scores_gemma":[0.9996474,0.00009333816,0.00006240866,0.000016042673,0.00014589804,0.000034908735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015253457,0.00020217436,0.00017927584,0.00035289384,0.00032885035,0.00024056646,0.00021808918,0.00018051134,0.0010591489],"category_scores_gemma":[0.00045006067,0.00012921974,0.0001811001,0.00044556145,0.000251114,0.00022266673,0.0001617488,0.00021312416,0.000200813],"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":[0.00042764263,0.0000714866,0.035615053,0.000046648314,0.000019208255,0.00007796568,0.00033747134,0.0011750329,0.9545999,0.00002912592,0.000102235215,0.0074982615],"study_design_scores_gemma":[0.00001264531,0.0007796203,0.22539102,0.000008658193,0.000036368605,0.00011390748,0.0008297534,0.005214724,0.766527,0.00003872725,0.0010276767,0.0000198713],"about_ca_topic_score_codex":0.024278723,"about_ca_topic_score_gemma":0.06271263,"teacher_disagreement_score":0.024278723,"about_ca_system_score_codex":0.00047952114,"about_ca_system_score_gemma":0.0003198436,"threshold_uncertainty_score":0.048274815},"labels":[],"label_agreement":null},{"id":"W7000329467","doi":"","title":"Evaluation of tailings migration and hydrogeological behaviour in co-disposal backfilling of the Canadian Malartic mine pit","year":2025,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","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":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Hydrogeology; Tailings dam; Copper mine; Underground mining (soft rock)","score_opus":0.011769022289546259,"score_gpt":0.22165602845147425,"score_spread":0.20988700616192799,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000329467","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942386,0.00002449714,0.0001579037,0.0000035948192,7.4698266e-7,0.000012794219,0.000051564937,0.0000044740723,0.00032061746],"genre_scores_gemma":[0.9982607,0.00008627911,0.0005624986,0.000008017941,7.333951e-7,0.000009505933,0.00011396959,0.0000050726653,0.00095317885],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99968517,0.000014866672,0.000008735683,0.000051773524,0.00016923127,0.00007032126],"domain_scores_gemma":[0.99976677,0.000025144329,0.000036363068,0.000007135935,0.00013293765,0.0000317595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023331151,0.00029797095,0.00035935172,0.00061744306,0.0010400311,0.0006448034,0.0004860517,0.00032804153,0.00064469554],"category_scores_gemma":[0.0003591339,0.00018591405,0.0002662417,0.0005824835,0.0004912187,0.00023098105,0.00030621592,0.00027326224,0.00014817873],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008440623,0.00023568848,0.15529126,0.00017668722,0.000053502303,0.00059012126,0.0018160797,0.0017672617,0.8160572,0.00011596098,0.00018526589,0.022866935],"study_design_scores_gemma":[0.000013486762,0.0009770147,0.7713651,0.000024831372,0.00007202718,0.00021949157,0.002677545,0.0056819906,0.2174033,0.00003450376,0.0014900834,0.000040610415],"about_ca_topic_score_codex":0.49724013,"about_ca_topic_score_gemma":0.7063552,"teacher_disagreement_score":0.5027599,"about_ca_system_score_codex":0.002196465,"about_ca_system_score_gemma":0.0019340209,"threshold_uncertainty_score":0.98869175},"labels":[],"label_agreement":null},{"id":"W7000383735","doi":"","title":"“Evaluación geotecnica de la reubicación del DME de la mina Poderosa, 2023”","year":2024,"lang":"es","type":"dissertation","venue":"renati","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":"Poison control; Quarter (Canadian coin); Work (physics)","score_opus":0.008952663222416979,"score_gpt":0.2749327044441584,"score_spread":0.2659800412217414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000383735","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93002045,0.006059051,0.032996006,0.00071833096,0.00024017341,0.00040536767,0.0042495197,0.00044591594,0.024865147],"genre_scores_gemma":[0.96538204,0.002414455,0.018452886,0.00011155434,0.000031653817,0.00017126046,0.0015142155,0.00010835278,0.011813648],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9990702,0.00015815794,0.000043650634,0.0001570538,0.00049799675,0.00007292544],"domain_scores_gemma":[0.9989183,0.00025917674,0.00015045113,0.000074047195,0.0005371004,0.0000610765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018915659,0.00057915476,0.00065932894,0.0011729571,0.00057182804,0.0015114113,0.00061657064,0.0007068379,0.004050993],"category_scores_gemma":[0.0020199192,0.00031626588,0.00081363285,0.001186046,0.00043413258,0.0009550201,0.00066783617,0.0005645154,0.00097094825],"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":[0.0030462202,0.00042324676,0.30863926,0.0035624693,0.00050821877,0.00033434987,0.0020256585,0.038880087,0.13814683,0.005185483,0.005902296,0.4933459],"study_design_scores_gemma":[0.0001112856,0.0042643375,0.6746159,0.0009570021,0.000733299,0.00035138722,0.005867901,0.049951077,0.14355682,0.0037492884,0.11561287,0.0002288442],"about_ca_topic_score_codex":0.017124817,"about_ca_topic_score_gemma":0.04439357,"teacher_disagreement_score":0.017124817,"about_ca_system_score_codex":0.0016975292,"about_ca_system_score_gemma":0.001832655,"threshold_uncertainty_score":0.034050286},"labels":[],"label_agreement":null},{"id":"W7006181399","doi":"","title":"Thirty years of tailings history from Tailings &amp; Mine Waste","year":2011,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","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":"University of British Columbia","funders":"","keywords":"Tailings; Mill; Closure (psychology); Mining industry; Drainage","score_opus":0.015612916052161937,"score_gpt":0.1429521727089017,"score_spread":0.12733925665673976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7006181399","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061268747,0.49257514,0.010780081,0.062011108,0.010109203,0.00008108969,0.0006646235,0.00020748086,0.36230254],"genre_scores_gemma":[0.31260592,0.36422655,0.004677171,0.014071578,0.0034429557,0.000086456814,0.0007287528,0.00039474454,0.2997659],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9980654,0.00045176115,0.00015213105,0.00023186531,0.00092370715,0.00017507921],"domain_scores_gemma":[0.9976736,0.0009727836,0.000207533,0.00017141952,0.00075532566,0.0002193288],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022267248,0.0004491159,0.00033146184,0.0025083763,0.0038188014,0.0061823544,0.0006624976,0.0016031922,0.009305673],"category_scores_gemma":[0.003966955,0.00042196648,0.00022253576,0.0063973074,0.0053726626,0.0054988493,0.0029383823,0.0022170015,0.0018380081],"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":[0.0002762793,0.00008109585,0.003377549,0.0028429367,0.000030819283,0.00085298915,0.02878475,0.0011806643,0.0029603913,0.25860476,0.20224845,0.49875927],"study_design_scores_gemma":[9.2610145e-7,0.000020444731,0.00075526646,0.00038892345,0.0000023756018,0.00008728174,0.0026994345,0.000023378072,0.00049301767,0.0022216823,0.99329776,0.00000954545],"about_ca_topic_score_codex":0.016968876,"about_ca_topic_score_gemma":0.04674055,"teacher_disagreement_score":0.016968876,"about_ca_system_score_codex":0.006047995,"about_ca_system_score_gemma":0.003592073,"threshold_uncertainty_score":0.043881476},"labels":[],"label_agreement":null},{"id":"W7009664917","doi":"","title":"Estudo geológico-geotécnico de uma encosta com problemas de instabilidade no Município de Camaragibe - PE","year":2014,"lang":"pt","type":"article","venue":"Americanae (AECID Library)","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":"Statistical analysis; Balance test; Balance (ability)","score_opus":0.007580613873921359,"score_gpt":0.1929988190350694,"score_spread":0.18541820516114804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7009664917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99825364,0.00015719504,0.00022865094,0.000054061882,0.0000021762828,0.000046576,0.00022664666,0.0000072568155,0.0010237568],"genre_scores_gemma":[0.99766684,0.00022494904,0.00067525945,0.000017020195,0.0000020798889,0.000043074993,0.00016098506,0.0000027031958,0.0012072343],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99955696,0.00007298756,0.000020421772,0.00009023218,0.00014104346,0.000118392345],"domain_scores_gemma":[0.99914813,0.00016968707,0.00028349756,0.00005537524,0.0002510768,0.00009226219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049372006,0.00044980244,0.000393575,0.0014950465,0.0011372691,0.0010893403,0.0007337145,0.000596422,0.002182411],"category_scores_gemma":[0.0014108293,0.0003248862,0.0003493813,0.002830424,0.00068534276,0.0004922959,0.0011754537,0.00034954172,0.00020282349],"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":[0.00011514087,0.00008589295,0.96417093,0.00028578308,0.00006768989,0.0015031208,0.007263375,0.00042547964,0.012104753,0.00026684493,0.00022828244,0.01348268],"study_design_scores_gemma":[0.0000015897996,0.0001533504,0.98343176,0.00002987219,0.000036995283,0.00033994182,0.012819903,0.00030017362,0.0013731513,0.00006329029,0.001439392,0.000010563502],"about_ca_topic_score_codex":0.11050824,"about_ca_topic_score_gemma":0.21385832,"teacher_disagreement_score":0.11050824,"about_ca_system_score_codex":0.0019662543,"about_ca_system_score_gemma":0.0025634288,"threshold_uncertainty_score":0.21973002},"labels":[],"label_agreement":null},{"id":"W7014822298","doi":"","title":"Re: Approval for: Berkeley Pit and Discharge Pilot Project, Quarterly Pilot Project Report, Fourth Quarter 2022, dated March 6, 2023","year":2023,"lang":"en","type":"article","venue":"Digital Commons - Montana Tech (Montana Tech of the University of Montana)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Work (physics)","score_opus":0.028110293196773432,"score_gpt":0.21304529073565953,"score_spread":0.1849349975388861,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014822298","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019673254,0.00056015805,0.005211683,0.055189688,0.023077596,0.00753783,0.04940478,0.017824339,0.8215206],"genre_scores_gemma":[0.010240991,0.0000723508,0.00063392514,0.0047392487,0.0006061325,0.0009605975,0.0056085717,0.0015840974,0.97555417],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9966037,0.0002987603,0.00009880636,0.00021539675,0.0020813097,0.0007019672],"domain_scores_gemma":[0.98532945,0.0014272,0.00020667267,0.0015535296,0.009893396,0.0015897813],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0037435866,0.0007529394,0.00074990117,0.0013675231,0.004686335,0.0042297794,0.0017704673,0.006162248,0.4827978],"category_scores_gemma":[0.015952766,0.0007585865,0.0006636167,0.0006881249,0.0010479814,0.0023501273,0.0018889658,0.0036234497,0.32219782],"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":[0.0001118639,0.00004324566,0.00019149717,0.00001886208,0.000002185415,0.00004253766,0.000039426275,0.00001864841,0.0002773407,0.00024298295,0.99356633,0.005445062],"study_design_scores_gemma":[0.00019766027,0.00014266386,0.007817976,0.00006113258,0.000009811892,0.000049563638,0.0007913539,0.00021883461,0.00084724044,0.00059855246,0.98923457,0.000030574436],"about_ca_topic_score_codex":0.034558937,"about_ca_topic_score_gemma":0.08594234,"teacher_disagreement_score":0.4827978,"about_ca_system_score_codex":0.0013674137,"about_ca_system_score_gemma":0.008266233,"threshold_uncertainty_score":0.73772615},"labels":[],"label_agreement":null},{"id":"W7014902973","doi":"","title":"Réparation, resurfaçage ou renforcement des dallages industriels ou des chaussées par rechargement adhérent cimentaire","year":2011,"lang":"fr","type":"book","venue":"ORBi (University of Liège)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Overlay; Process (computing); Quality (philosophy); Quality assurance; Term (time)","score_opus":0.06825269962162848,"score_gpt":0.21410498882375012,"score_spread":0.14585228920212162,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7014902973","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05063855,0.024272805,0.07518746,0.0025850239,0.0014337474,0.0002443215,0.00080550753,0.0025331762,0.84229946],"genre_scores_gemma":[0.07869293,0.004656884,0.008711363,0.00029279737,0.00037572952,0.0000805318,0.00021045723,0.000288023,0.90669125],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995927,0.000039386734,0.000016409691,0.000084454354,0.00020792091,0.00005906202],"domain_scores_gemma":[0.9997043,0.0001086408,0.000039712802,0.00006423061,0.00006215158,0.000020871687],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005388881,0.0006857439,0.0004000375,0.0008512297,0.00075322465,0.001528705,0.0011621929,0.0011996169,0.027309969],"category_scores_gemma":[0.001149092,0.00029562265,0.00050218997,0.0006901901,0.00085833814,0.0012491976,0.00048284492,0.0008544909,0.00798821],"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":[0.0003518157,0.00016659393,0.002253473,0.00058199203,0.0000380982,0.00048696628,0.0009828241,0.010552951,0.034765866,0.102498986,0.098330796,0.7489897],"study_design_scores_gemma":[0.000028735165,0.0001900912,0.006789459,0.00015709191,0.000034390276,0.00046039798,0.00019049336,0.006022282,0.010912008,0.015431421,0.9597391,0.000044590055],"about_ca_topic_score_codex":0.011499572,"about_ca_topic_score_gemma":0.01722702,"teacher_disagreement_score":0.027309969,"about_ca_system_score_codex":0.0010358396,"about_ca_system_score_gemma":0.0008813546,"threshold_uncertainty_score":0.091360986},"labels":[],"label_agreement":null},{"id":"W7017175452","doi":"","title":"Análise de soluções de engenharia para estabilização de encostas ocupadas na Região Metropolitana do Recife PE. Estudo de caso: Ruptura ocorrida em encosta com ocupação desordenada na UR 2, Ibura","year":2014,"lang":"pt","type":"article","venue":"Americanae (AECID Library)","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":"Work (physics); Metropolitan area; Homogeneous; Work environment","score_opus":0.01601103752036093,"score_gpt":0.2303749028918359,"score_spread":0.21436386537147498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7017175452","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942542,0.0007228655,0.00070384494,0.00013448703,0.000006228374,0.00006630142,0.0008918229,0.000029315126,0.0031909382],"genre_scores_gemma":[0.99463636,0.0005315946,0.001463541,0.000017812396,0.000004440682,0.000076749806,0.00033097577,0.000008069012,0.0029304365],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9986148,0.00037835294,0.00009000367,0.00029542466,0.00035657894,0.0002649104],"domain_scores_gemma":[0.9940905,0.0012479083,0.0021981334,0.00034491526,0.0017102972,0.0004082428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020362516,0.00040817537,0.00035394437,0.0017955645,0.00086925225,0.0014905056,0.0008952893,0.0003550268,0.0020800617],"category_scores_gemma":[0.0058583277,0.0003977885,0.0005101439,0.003336032,0.0006440958,0.0005322242,0.0010638194,0.00033843744,0.00029616966],"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":[0.00021608519,0.00004738516,0.94279635,0.00033904315,0.00012722997,0.0002801042,0.012947782,0.00034223063,0.005107987,0.00028535925,0.00040266998,0.03710773],"study_design_scores_gemma":[9.4877663e-7,0.00013026422,0.9877006,0.00003883999,0.000029563747,0.000067137014,0.00868227,0.000121978315,0.0006945219,0.000018786915,0.002507763,0.000007290048],"about_ca_topic_score_codex":0.1322885,"about_ca_topic_score_gemma":0.22284983,"teacher_disagreement_score":0.1322885,"about_ca_system_score_codex":0.0024531095,"about_ca_system_score_gemma":0.0028951354,"threshold_uncertainty_score":0.26303703},"labels":[],"label_agreement":null},{"id":"W7017368362","doi":"","title":"Approval for: Berkeley Pit and Discharge Pilot Project, Quarterly Pilot Project Report, Third Quarter 2022, dated December 23, 2022","year":2023,"lang":"en","type":"article","venue":"Digital Commons - Montana Tech (Montana Tech of the University of Montana)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Work (physics); Mile; Pilot program","score_opus":0.02256769185341166,"score_gpt":0.2080076959940337,"score_spread":0.18544000414062206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7017368362","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04144882,0.0006690189,0.012048659,0.04901868,0.023959061,0.03008097,0.08913409,0.0187304,0.7349103],"genre_scores_gemma":[0.023995077,0.00013166452,0.0023446514,0.003956695,0.0007219201,0.00505544,0.013055633,0.0012754635,0.94946355],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9956221,0.00045883027,0.00014550387,0.0002605177,0.002753013,0.0007600483],"domain_scores_gemma":[0.9811143,0.0018294025,0.0002883696,0.0013920587,0.012578433,0.0027972914],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0060709813,0.0006579537,0.00069481484,0.001214572,0.0041616983,0.0035743976,0.0016532645,0.0048538116,0.3404166],"category_scores_gemma":[0.021259164,0.00076945865,0.000539292,0.0007934164,0.0010266869,0.001663758,0.0015334907,0.0026438148,0.17053643],"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":[0.0003502247,0.00010483765,0.0005210608,0.000038656657,0.000002510003,0.000045654222,0.000062781975,0.000037230948,0.0005164598,0.000297462,0.9883062,0.009716764],"study_design_scores_gemma":[0.0007312007,0.00060000323,0.023338506,0.000105452025,0.000015857458,0.000057417372,0.0011912454,0.000583085,0.001339479,0.00066759624,0.9713262,0.000043906613],"about_ca_topic_score_codex":0.027048785,"about_ca_topic_score_gemma":0.06267017,"teacher_disagreement_score":0.3404166,"about_ca_system_score_codex":0.001088164,"about_ca_system_score_gemma":0.0124940295,"threshold_uncertainty_score":0.9408156},"labels":[],"label_agreement":null},{"id":"W7020025339","doi":"","title":"An investigation into a new binder for hydraulic backfill /","year":2008,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","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":"Underground mining (soft rock); Mining industry; Surface mining; Mine safety; Coal mining","score_opus":0.02044371752854783,"score_gpt":0.22483592136946562,"score_spread":0.20439220384091777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7020025339","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45208043,0.025460716,0.06259548,0.0063567106,0.0023517802,0.0020218003,0.0005988115,0.0011718448,0.44736248],"genre_scores_gemma":[0.7821794,0.010000777,0.03910381,0.0013492432,0.0002944387,0.0003528858,0.00036042338,0.0002509865,0.1661081],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988445,0.000097719974,0.00004497162,0.00012588773,0.00073920056,0.00014769538],"domain_scores_gemma":[0.9994821,0.000119760894,0.000058939746,0.000054520908,0.00021363558,0.00007107273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010419505,0.00046598556,0.00055473443,0.001328505,0.0017299973,0.0029575638,0.0014506764,0.001370593,0.027158126],"category_scores_gemma":[0.001607762,0.00030434853,0.00064749515,0.0009205188,0.0010877842,0.002762639,0.0009985213,0.0010156865,0.004559785],"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":[0.0009650833,0.0019565998,0.0035694416,0.0033844772,0.000062904335,0.0024433997,0.0012839858,0.004075305,0.40701708,0.14802186,0.011649737,0.41557017],"study_design_scores_gemma":[0.00020415247,0.0028823148,0.0034303924,0.0005533849,0.00014494012,0.002108051,0.002012111,0.010360063,0.48280793,0.015871018,0.47951984,0.00010594705],"about_ca_topic_score_codex":0.0015440984,"about_ca_topic_score_gemma":0.0034143087,"teacher_disagreement_score":0.027158126,"about_ca_system_score_codex":0.0011420426,"about_ca_system_score_gemma":0.002058151,"threshold_uncertainty_score":0.090852916},"labels":[],"label_agreement":null},{"id":"W7027690517","doi":"","title":"Corrosion of rock reinforcement in underground excavations","year":2008,"lang":"en","type":"dissertation","venue":"eSpace (Curtin University)","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":"Minerals and Energy Research Institute of Western Australia; Barrick Gold Corporation","keywords":"Corrosion; Reinforcement; Excavation; Rock mass classification; Service life; Underground mining (soft rock)","score_opus":0.010512132968501784,"score_gpt":0.18142511343524328,"score_spread":0.1709129804667415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7027690517","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984818,0.00022755381,0.0003835301,0.000012903327,0.000002982323,0.000006779457,0.000024621228,0.000007099094,0.00085272],"genre_scores_gemma":[0.9980313,0.00025196464,0.00032556,0.0000060742145,0.0000015535795,0.0000040847603,0.00004152255,0.0000029789421,0.0013349797],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99946696,0.000065868466,0.000022273105,0.00008062181,0.00029900722,0.00006518663],"domain_scores_gemma":[0.9996935,0.00004449925,0.00008754375,0.000015840964,0.00013950575,0.000018974999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002747217,0.0001742638,0.00036398598,0.00034968136,0.00031936888,0.000536119,0.00033289293,0.0003344708,0.00063982746],"category_scores_gemma":[0.000537313,0.00021009592,0.00019541329,0.00026424616,0.00035871883,0.00025097516,0.00039571492,0.00030334046,0.00024677857],"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":[0.00076569326,0.00012245952,0.119141564,0.0006742202,0.00007945221,0.0017353166,0.002686264,0.005067847,0.8244409,0.00041067498,0.000526555,0.044349123],"study_design_scores_gemma":[0.000016004886,0.0023717987,0.65269595,0.00013045261,0.000096044525,0.0015779672,0.0040103393,0.009714447,0.3235847,0.0002734653,0.005478243,0.00005059685],"about_ca_topic_score_codex":0.0045705223,"about_ca_topic_score_gemma":0.005673127,"teacher_disagreement_score":0.0045705223,"about_ca_system_score_codex":0.00040965105,"about_ca_system_score_gemma":0.00018224302,"threshold_uncertainty_score":0.009087801},"labels":[],"label_agreement":null},{"id":"W7029442949","doi":"","title":"K92 is Pleased to Provide a Production Update on the Kainantu Gold Mine for the March Quarter of 2017","year":2017,"lang":"en","type":"other","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); Production (economics); Work (physics)","score_opus":0.024927892197686187,"score_gpt":0.23316588923024162,"score_spread":0.20823799703255544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7029442949","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0014600037,0.0012842441,0.0022208358,0.026604284,0.027327964,0.0002823524,0.00817082,0.0038167706,0.92883277],"genre_scores_gemma":[0.0013764887,0.00022736941,0.00038980038,0.0013082541,0.0003775903,0.00003654361,0.0013830343,0.0005093064,0.99439174],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99783945,0.0001449508,0.00007784784,0.00011901164,0.0015525812,0.0002662321],"domain_scores_gemma":[0.9913248,0.0005633434,0.0001798213,0.0003471595,0.0063343537,0.001250589],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0023766875,0.0008427616,0.0007249853,0.0020980053,0.0032240897,0.007234216,0.0015127755,0.0038436265,0.39773294],"category_scores_gemma":[0.00925927,0.00041240617,0.00055808405,0.0014628954,0.0009340851,0.0043062214,0.00304939,0.003899102,0.3116736],"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":[0.000017846038,0.000018574083,0.00013879308,0.000032112024,9.1436425e-7,0.000033330136,0.00002470542,0.000047408917,0.00007485284,0.0014260107,0.98357695,0.014608533],"study_design_scores_gemma":[0.0000018187126,0.0000069715657,0.00024399579,0.000022339624,5.181052e-7,0.000010155444,0.00008282394,0.000050597257,0.000056035922,0.00035667667,0.99916387,0.000004276684],"about_ca_topic_score_codex":0.033287972,"about_ca_topic_score_gemma":0.10038596,"teacher_disagreement_score":0.39773294,"about_ca_system_score_codex":0.0029944812,"about_ca_system_score_gemma":0.006946061,"threshold_uncertainty_score":0.8590609},"labels":[],"label_agreement":null},{"id":"W7029553614","doi":"","title":"Laboratory Evaluation of Cemented Paste Backfill Shear Strength Development Up to 600 kPa","year":2022,"lang":"","type":"dissertation","venue":"TSpace","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":"University of Toronto","keywords":"Shearing (physics); Compressive strength; Shear strength (soil); Shear (geology); Direct shear test; Strength of materials; Laboratory test","score_opus":0.03355860108685692,"score_gpt":0.31130833423653004,"score_spread":0.2777497331496731,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7029553614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99397534,0.0003593767,0.0036080407,0.00003173895,0.000016955826,0.00007041594,0.0004921979,0.000084624364,0.001361359],"genre_scores_gemma":[0.9917908,0.00044458083,0.0050451006,0.00002154646,0.000009770537,0.00009501805,0.00045946086,0.000019535066,0.0021142054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960786,0.000075589676,0.000030868214,0.00007417736,0.00017233433,0.000039195253],"domain_scores_gemma":[0.9993292,0.00018385277,0.00012880976,0.00006941625,0.00024249409,0.000046174206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065187464,0.00043123832,0.00021632966,0.00027387778,0.0002536248,0.00029496587,0.0002540871,0.00030929313,0.0011829523],"category_scores_gemma":[0.000702396,0.00017351369,0.00033702818,0.00029302872,0.00029555388,0.00023950617,0.0002219596,0.00039505513,0.00034353606],"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":[0.00024986806,0.00014802442,0.00088982866,0.00006777834,0.000008469001,0.00004302764,0.000090748756,0.00043099406,0.99425185,0.000042129464,0.000051654242,0.0037257567],"study_design_scores_gemma":[0.000009942789,0.0026987921,0.0032859307,0.000009280177,0.000021048723,0.00003676628,0.00006805876,0.00059420505,0.9925478,0.000028832159,0.00069087726,0.000008400549],"about_ca_topic_score_codex":0.00075042085,"about_ca_topic_score_gemma":0.0010738708,"teacher_disagreement_score":0.0011829523,"about_ca_system_score_codex":0.00023760763,"about_ca_system_score_gemma":0.00034267953,"threshold_uncertainty_score":0.003957331},"labels":[],"label_agreement":null},{"id":"W7033348475","doi":"","title":"Resettled Syrian Refugee Children in Canada: Oral Language, Literacy and Well-being","year":2021,"lang":"","type":"dissertation","venue":"TSpace","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":"Refugee; Reading (process); Phonological awareness; Reading comprehension; Functional illiteracy; Literacy; Multilevel model; Arabic; Cognition","score_opus":0.005003387739666502,"score_gpt":0.2525647645207082,"score_spread":0.2475613767810417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7033348475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998317,0.00030242561,0.000010349452,0.00019499697,0.0000051835796,0.000015116753,0.0004285458,0.0000024360372,0.0007239608],"genre_scores_gemma":[0.9977931,0.00069562,0.000081689264,0.0000711997,0.000002388074,0.000015929674,0.00051524636,0.0000021701899,0.0008226459],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.9995017,0.000030123338,0.000019402478,0.000053467684,0.00014402968,0.00025126315],"domain_scores_gemma":[0.99922276,0.000035714584,0.000143624,0.000023925602,0.00031588587,0.00025807094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043823334,0.0003996363,0.00048255248,0.0008878697,0.0043251687,0.0014715336,0.0007148733,0.0003413873,0.001706807],"category_scores_gemma":[0.0012039967,0.00025115517,0.00043580314,0.0021922302,0.0010040173,0.00042679577,0.0013198553,0.0010159953,0.00022541656],"study_design_candidate":"qualitative","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":[0.000045495828,0.00006393408,0.9763727,0.000048046983,0.000031204658,0.0003241627,0.013252845,0.000056337856,0.00032916045,0.00014811727,0.0009768308,0.0083511025],"study_design_scores_gemma":[0.0000028101801,0.000035958095,0.97829777,0.000050181825,0.000012958303,0.00008148889,0.020377655,0.000073301926,0.000060409737,0.000015631711,0.000979302,0.000012647205],"about_ca_topic_score_codex":0.9821436,"about_ca_topic_score_gemma":0.99337006,"teacher_disagreement_score":0.01785642,"about_ca_system_score_codex":0.014634511,"about_ca_system_score_gemma":0.0205064,"threshold_uncertainty_score":0.10618132},"labels":[],"label_agreement":null},{"id":"W7034343235","doi":"","title":"Therapeutic residential care with children and youth: developing evidence-based international practice","year":2014,"lang":"en","type":"other","venue":"Sussex Research Online (University of Sussex)","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":"Work (physics); Population; Government (linguistics); Context (archaeology); Limiting; Scope (computer science)","score_opus":0.055051576906852535,"score_gpt":0.29072497373825174,"score_spread":0.2356733968313992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034343235","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0048635425,0.5775956,0.013405528,0.28753698,0.01464241,0.0017896811,0.00015612683,0.00026019115,0.09974995],"genre_scores_gemma":[0.08390279,0.72008455,0.10606113,0.072538994,0.004141419,0.003827109,0.00035954773,0.00019087699,0.008893586],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9488799,0.03318271,0.007244065,0.0019299322,0.007045312,0.0017181591],"domain_scores_gemma":[0.88625,0.07891881,0.0084148785,0.0047305804,0.01360638,0.008079345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.10368901,0.0009452988,0.0015933014,0.006481271,0.0037333872,0.016158724,0.00475974,0.009920556,0.00437676],"category_scores_gemma":[0.107748196,0.0010524592,0.0015319284,0.0071881884,0.011438476,0.016419427,0.01822173,0.012335477,0.0009210623],"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":[0.00005865841,0.0003386257,0.0026833534,0.017880451,0.00019100412,0.0004936793,0.045519896,0.00067408464,0.0003112526,0.11141522,0.15083049,0.6696032],"study_design_scores_gemma":[0.00008487387,0.00021294784,0.0040536057,0.16408792,0.00013850926,0.00070590765,0.050074834,0.00032842957,0.00027896246,0.031530663,0.74842113,0.00008227231],"about_ca_topic_score_codex":0.007604545,"about_ca_topic_score_gemma":0.012073869,"teacher_disagreement_score":0.10368901,"about_ca_system_score_codex":0.012584505,"about_ca_system_score_gemma":0.052304033,"threshold_uncertainty_score":0.5483664},"labels":[],"label_agreement":null},{"id":"W7034420611","doi":"","title":"Tracking the Continuing Trends of the Self-Represented Litigant Phenomenon","year":2015,"lang":"en","type":"article","venue":"Scholarship at UWindsor (University of Windsor)","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":"Nucleofection; Gestational period; TSG101; Diafiltration; Dysgeusia; Liquation; Hyporeflexia; Triacetin; Hemopericardium","score_opus":0.024052043892137363,"score_gpt":0.19474221140608083,"score_spread":0.17069016751394347,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034420611","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.987855,0.0005611083,0.0004661379,0.004577493,0.000033620774,0.000035546327,0.0001882552,0.000019163337,0.0062636966],"genre_scores_gemma":[0.9963199,0.0005188339,0.00027375142,0.0003982562,0.000016445274,0.000026708642,0.00016464284,0.000013448468,0.002268013],"study_design_codex":"qualitative","study_design_gemma":"observational","domain_scores_codex":[0.9952472,0.0010546485,0.00019889825,0.0005500723,0.0015748469,0.0013743888],"domain_scores_gemma":[0.98625004,0.0028670062,0.0026908882,0.0005340949,0.004929404,0.0027285484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0055152182,0.0001346187,0.0003157706,0.0044803037,0.007956889,0.0057571884,0.0019073943,0.0012499945,0.003191157],"category_scores_gemma":[0.013730537,0.00032017188,0.00022834288,0.0043282025,0.0056036636,0.0037669593,0.0059589557,0.0028594367,0.00027994768],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005369731,0.00007862229,0.1930249,0.00010886692,0.00001326617,0.00092832895,0.7563918,0.00005637071,0.00095893425,0.0062626544,0.004945352,0.03717716],"study_design_scores_gemma":[0.0000016644382,0.000037946582,0.24269933,0.00011536333,0.000004041009,0.0003441066,0.7291553,0.00015560562,0.0003098927,0.00032196296,0.026827907,0.000026864978],"about_ca_topic_score_codex":0.54827124,"about_ca_topic_score_gemma":0.7010305,"teacher_disagreement_score":0.54827124,"about_ca_system_score_codex":0.01357061,"about_ca_system_score_gemma":0.012591812,"threshold_uncertainty_score":0.9087782},"labels":[],"label_agreement":null},{"id":"W7034689769","doi":"","title":"Top 10 Reasons Solar could Take Over in Canada","year":2014,"lang":"en","type":"other","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"","score_opus":0.0063593316327867425,"score_gpt":0.16857499807829998,"score_spread":0.16221566644551325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034689769","genre_codex":"other","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1393725,0.0062466115,0.00066117354,0.04346446,0.0012109366,0.00016517757,0.12318162,0.0008755043,0.684822],"genre_scores_gemma":[0.3625777,0.007986187,0.0008292667,0.0074031493,0.0002466108,0.000060645372,0.028314931,0.00041016907,0.5921715],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99839705,0.000030341955,0.000030704945,0.00008102586,0.0007909875,0.0006698973],"domain_scores_gemma":[0.99639314,0.00014160194,0.00016131155,0.000042263542,0.0016622347,0.0015994353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004794375,0.00030822813,0.0002518669,0.0016538453,0.005017249,0.0038208885,0.0009543715,0.0012662738,0.038456112],"category_scores_gemma":[0.0025875485,0.00028073668,0.00072783534,0.0033576936,0.0008856171,0.00075601164,0.001173821,0.00180487,0.004758507],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000121573496,0.00006231149,0.07019937,0.00017754736,0.000039162544,0.00030342562,0.0005519903,0.00052452926,0.00023678907,0.00978526,0.8666918,0.051306143],"study_design_scores_gemma":[0.000036499863,0.000021058286,0.21443214,0.00027234975,0.0000419144,0.00018602872,0.0073647113,0.000923119,0.0005548207,0.0013426853,0.77475363,0.000071049144],"about_ca_topic_score_codex":0.9938892,"about_ca_topic_score_gemma":0.99817026,"teacher_disagreement_score":0.038456112,"about_ca_system_score_codex":0.03668188,"about_ca_system_score_gemma":0.10710075,"threshold_uncertainty_score":0.2661469},"labels":[],"label_agreement":null},{"id":"W7041036163","doi":"","title":"Visual Analytics","year":2009,"lang":"en","type":"article","venue":"eScholarship (California Digital Library)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Simon Fraser University","funders":"","keywords":"Nucleofection; Gestational period; TSG101; Dysgeusia; Liquation; Diafiltration; Emperipolesis; Triacetin; Durvalumab","score_opus":0.011844453075723595,"score_gpt":0.19918495360101693,"score_spread":0.18734050052529333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7041036163","genre_codex":"software","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0056066215,0.0012186043,0.2847584,0.0019866445,0.00075922254,0.0009830778,0.13635539,0.3212028,0.24712925],"genre_scores_gemma":[0.07745593,0.002901327,0.28554228,0.0020789718,0.00047137737,0.0021548858,0.26855808,0.058114517,0.3027227],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99922204,0.00009065548,0.00006721804,0.00018398756,0.000348514,0.00008762196],"domain_scores_gemma":[0.99819094,0.00048890413,0.00007816172,0.0004684509,0.0006145984,0.0001588928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001033301,0.0017267311,0.00065884594,0.004629841,0.00060708774,0.0047538257,0.0014018553,0.0008360286,0.2381502],"category_scores_gemma":[0.0048252866,0.0005602938,0.0012590195,0.0029085295,0.0003434411,0.0031841223,0.0023548757,0.001232358,0.13630785],"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":[0.00022364568,0.00011848758,0.00073901436,0.0005708885,0.00004938699,0.00010718681,0.00031442064,0.0012041089,0.0037984229,0.0133613255,0.6363207,0.3431924],"study_design_scores_gemma":[0.000092016424,0.000034946588,0.00143479,0.00027679358,0.00003664911,0.00014626519,0.0003165417,0.01112214,0.006116145,0.025247797,0.9551121,0.00006381473],"about_ca_topic_score_codex":0.006134297,"about_ca_topic_score_gemma":0.0066852663,"teacher_disagreement_score":0.2381502,"about_ca_system_score_codex":0.00066901086,"about_ca_system_score_gemma":0.0011896126,"threshold_uncertainty_score":0.7966918},"labels":[],"label_agreement":null},{"id":"W7043110665","doi":"","title":"Re: BUTTE MINE FLOODING SITE CD, CV 02-35 Bu-RFC, 2024 Third Quarter Report","year":2024,"lang":"en","type":"article","venue":"Digital Commons - Montana Tech (Montana Tech of the University of Montana)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Butte; Flooding (psychology); Hydrology (agriculture); Quarter (Canadian coin); West virginia","score_opus":0.010499249906367693,"score_gpt":0.17580832207033845,"score_spread":0.16530907216397075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7043110665","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014361114,0.00067764416,0.0011137612,0.011853593,0.0028801265,0.0010498042,0.12958288,0.0037596761,0.8347215],"genre_scores_gemma":[0.0044128783,0.00012886876,0.0001821191,0.00045592364,0.000055134235,0.00009300456,0.011710109,0.00019372134,0.98276824],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995492,0.000021480144,0.000012368664,0.000048658738,0.0002643488,0.00010385867],"domain_scores_gemma":[0.9992204,0.000038113685,0.000022872604,0.000045041044,0.00055704656,0.00011656604],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00046820712,0.00058675755,0.0003546963,0.00091265416,0.0020984935,0.0021448417,0.0010515152,0.0027051277,0.35377666],"category_scores_gemma":[0.0012376916,0.00039735495,0.00025410575,0.0007563402,0.00021189707,0.00081603567,0.00082005473,0.0013009964,0.1793429],"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":[0.00009024743,0.00005322101,0.00086880417,0.000030763236,0.0000030779654,0.000052954805,0.000022159682,0.000067416775,0.00050290173,0.00027709472,0.9864245,0.011606969],"study_design_scores_gemma":[0.000047706424,0.00007310574,0.008783613,0.000044722958,0.000007929005,0.000045018693,0.00033969615,0.0003945141,0.0011286081,0.0001838062,0.9889387,0.00001276514],"about_ca_topic_score_codex":0.16368547,"about_ca_topic_score_gemma":0.33963215,"teacher_disagreement_score":0.35377666,"about_ca_system_score_codex":0.0019392227,"about_ca_system_score_gemma":0.006815709,"threshold_uncertainty_score":0.9217591},"labels":[],"label_agreement":null},{"id":"W7044263552","doi":"","title":"Yukon River in low light","year":2003,"lang":"en","type":"other","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"","score_opus":0.005517717561048131,"score_gpt":0.16409576284811425,"score_spread":0.15857804528706612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7044263552","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79918814,0.00059163605,0.0014044838,0.0009368826,0.00009901809,0.00010354004,0.015350556,0.0003833915,0.18194233],"genre_scores_gemma":[0.7119153,0.00057585037,0.0019359292,0.00023332695,0.000014174437,0.000059536087,0.009375592,0.00012628117,0.27576402],"study_design_codex":"observational","study_design_gemma":"not_applicable","domain_scores_codex":[0.99985576,0.00001103682,0.000008664486,0.000033651366,0.000038376274,0.00005248122],"domain_scores_gemma":[0.9997534,0.000019714376,0.00003074933,0.00002116973,0.00013306717,0.000041824667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000160311,0.00021802243,0.00020748666,0.0006749192,0.0013392422,0.0010179906,0.0005510705,0.00043242308,0.01203345],"category_scores_gemma":[0.00033956213,0.00015277401,0.00024825044,0.0021168161,0.0003238666,0.0004913871,0.00073147233,0.00036175037,0.0012329492],"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":[0.0008239252,0.00035439368,0.63676363,0.0005918448,0.00015212737,0.0033950133,0.004970042,0.0043959045,0.0059546134,0.0151370745,0.06608547,0.26137602],"study_design_scores_gemma":[0.000030746807,0.00008558784,0.7763681,0.000080812526,0.00007770405,0.00036649025,0.007946626,0.0023987938,0.002340385,0.001114955,0.20916311,0.000026644366],"about_ca_topic_score_codex":0.50699294,"about_ca_topic_score_gemma":0.80542356,"teacher_disagreement_score":0.49300706,"about_ca_system_score_codex":0.0034213644,"about_ca_system_score_gemma":0.0054078973,"threshold_uncertainty_score":0.991821},"labels":[],"label_agreement":null},{"id":"W7095360032","doi":"","title":"PROVINCE OF BRITISH COLUMBIA Guidelines for Assessing the Design, Size and Operation of Sedimentation Ponds Used in Mining","year":2015,"lang":"en","type":"article","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Sedimentation; Hydrology (agriculture); Erosion; Decantation","score_opus":0.08380267797374312,"score_gpt":0.2952147276097919,"score_spread":0.21141204963604876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095360032","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08871725,0.01996419,0.038027752,0.011546217,0.0015438055,0.0060355505,0.12737958,0.0021413716,0.7046443],"genre_scores_gemma":[0.3105749,0.017461458,0.22309572,0.0049418183,0.00010423521,0.0035080088,0.046243966,0.0011670857,0.39290294],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9952769,0.00068817084,0.0005412245,0.0002673946,0.0026062105,0.00062009814],"domain_scores_gemma":[0.97776836,0.0013628597,0.0007591011,0.00042198758,0.01896397,0.00072376174],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035117918,0.0010422311,0.00079655956,0.0076655447,0.004334353,0.003214913,0.00314019,0.0012496326,0.010580587],"category_scores_gemma":[0.011538945,0.0009873756,0.00085190526,0.010104127,0.001212033,0.0006471352,0.0009238964,0.0013578015,0.0020105373],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020810655,0.00021864325,0.06921712,0.002454585,0.00012922332,0.0009177884,0.0020837614,0.0063686767,0.004460139,0.011969445,0.6039624,0.29801014],"study_design_scores_gemma":[0.00006865779,0.00006517347,0.24252221,0.0034812947,0.00019174172,0.0003129192,0.0033070564,0.0028055343,0.0034472446,0.0016960999,0.74190503,0.0001970602],"about_ca_topic_score_codex":0.9871681,"about_ca_topic_score_gemma":0.99698883,"teacher_disagreement_score":0.032595217,"about_ca_system_score_codex":0.032595217,"about_ca_system_score_gemma":0.104628526,"threshold_uncertainty_score":0.23649597},"labels":[],"label_agreement":null},{"id":"W7095487092","doi":"","title":"The Nag Hammadi Apocalyptic Corpus: Délimitation and Analysis","year":2015,"lang":"en","type":"article","venue":"","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":"Christianity; The arts; Nonconformist","score_opus":0.02494005522106557,"score_gpt":0.20162335316052182,"score_spread":0.17668329793945625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7095487092","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30399495,0.030418357,0.007832601,0.0116868885,0.0020677838,0.0005453052,0.051259167,0.0002634116,0.59193146],"genre_scores_gemma":[0.88416284,0.012816525,0.010306591,0.0011738425,0.0004241096,0.00082429335,0.03313007,0.00036973227,0.056791928],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"qualitative","domain_scores_codex":[0.99912447,0.00031102166,0.000118939526,0.00012212516,0.00022439,0.00009905042],"domain_scores_gemma":[0.9981027,0.0008793221,0.00024785468,0.00022065158,0.0004733162,0.00007619604],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014034725,0.00029814287,0.00041191326,0.005529343,0.0026706883,0.0023303973,0.0005335598,0.0005314983,0.016803566],"category_scores_gemma":[0.004093249,0.00021483672,0.00007261885,0.010284258,0.0020216934,0.0012702697,0.0017060253,0.0013325269,0.0030707053],"study_design_candidate":"qualitative","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":[0.0005023627,0.000095523246,0.011815791,0.0034372634,0.000026348102,0.0011160938,0.12545642,0.00049325323,0.005169132,0.30329147,0.26844925,0.28014714],"study_design_scores_gemma":[0.000028877042,0.000018287956,0.035092436,0.0011244914,0.000013702036,0.0003158063,0.02291234,0.00023773653,0.0012189866,0.003736773,0.9352792,0.000021430717],"about_ca_topic_score_codex":0.029874522,"about_ca_topic_score_gemma":0.05258774,"teacher_disagreement_score":0.029874522,"about_ca_system_score_codex":0.0039875805,"about_ca_system_score_gemma":0.0038649477,"threshold_uncertainty_score":0.059401274},"labels":[],"label_agreement":null},{"id":"W7099892644","doi":"","title":"qianting wang","year":2016,"lang":"en","type":"article","venue":"","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":"Promotion (chess); Work (physics); Order (exchange); Field (mathematics)","score_opus":0.00965385482005668,"score_gpt":0.16524090261503027,"score_spread":0.1555870477949736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7099892644","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031358175,0.026440263,0.16521063,0.049769826,0.02009229,0.00068480824,0.0037617788,0.008726298,0.69395596],"genre_scores_gemma":[0.079279624,0.009739049,0.024635987,0.0036594225,0.0014370036,0.00030379865,0.0029034668,0.001008742,0.87703294],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99896836,0.000101481186,0.000073678544,0.00037019944,0.00036438354,0.00012180715],"domain_scores_gemma":[0.99845386,0.00020128561,0.000066371824,0.00021408177,0.0007003436,0.00036402402],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009738016,0.0006975862,0.00057373417,0.0012103791,0.0020733913,0.0030217436,0.00080611586,0.0011010272,0.21635705],"category_scores_gemma":[0.0042203586,0.00042464695,0.0005796007,0.0016627603,0.0005504135,0.0026708585,0.0021075094,0.0012158442,0.087657966],"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":[0.00017215841,0.000078606376,0.0035527376,0.0008766161,0.00004356376,0.00045030078,0.00059014186,0.0008501237,0.008899717,0.038358897,0.29661143,0.6495157],"study_design_scores_gemma":[0.000013836949,0.000045619694,0.001234231,0.000071963535,0.000024884974,0.00025214077,0.00025737533,0.0015147945,0.0032095427,0.0062949746,0.98705125,0.000029491895],"about_ca_topic_score_codex":0.0020351124,"about_ca_topic_score_gemma":0.0021377464,"teacher_disagreement_score":0.78364295,"about_ca_system_score_codex":0.00078621076,"about_ca_system_score_gemma":0.0023194554,"threshold_uncertainty_score":0.7237865},"labels":[],"label_agreement":null},{"id":"W7100818829","doi":"","title":"Consolidation characteristics of early age cemented paste backfill","year":2015,"lang":"en","type":"article","venue":"","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":"Consolidation (business); Cement; Curing (chemistry); Compression test","score_opus":0.033237266141905905,"score_gpt":0.20950621628093632,"score_spread":0.17626895013903043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7100818829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99914217,0.00021952455,0.00032662926,0.0000030283927,0.0000017665757,0.0000056959016,0.0000900336,0.000010848215,0.00020033968],"genre_scores_gemma":[0.9989002,0.00013140339,0.0003563028,0.0000038488793,9.545188e-7,0.0000067490882,0.00014935009,0.0000047190156,0.00044651722],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997483,0.000024055309,0.000025484933,0.000050321043,0.00012219009,0.000029642793],"domain_scores_gemma":[0.99964285,0.00009354876,0.0001113007,0.000022347755,0.000099340454,0.000030604337],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002591454,0.00022005112,0.0003337866,0.00025126225,0.0001347059,0.00034360125,0.00017133744,0.00024113621,0.0013870484],"category_scores_gemma":[0.00049855467,0.00013395683,0.00017293544,0.0002831916,0.00021999385,0.00024332007,0.0001257202,0.00023198615,0.00019677427],"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":[0.00013989785,0.000016227526,0.0025118846,0.000025020925,0.0000037401526,0.00003553204,0.00006591187,0.00016861937,0.99490285,0.00001371409,0.000007951244,0.002108478],"study_design_scores_gemma":[0.000004349672,0.0007869646,0.037855886,0.0000061804853,0.00001253704,0.0000897758,0.000083297346,0.0006263784,0.9600863,0.00001070334,0.00042836825,0.000009223513],"about_ca_topic_score_codex":0.0010698038,"about_ca_topic_score_gemma":0.0014123868,"teacher_disagreement_score":0.0013870484,"about_ca_system_score_codex":0.00017923857,"about_ca_system_score_gemma":0.00016358399,"threshold_uncertainty_score":0.004640162},"labels":[],"label_agreement":null},{"id":"W7104000394","doi":"10.5382/com.16.29","title":"From Prospect to Postclosure: Essential Tailings Management Knowledge for Exploration Geologists","year":2025,"lang":"en","type":"book-chapter","venue":"","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":"University of Saskatchewan","funders":"","keywords":"Tailings; Foundation (evidence); Harm; Environmental remediation; Sustainability; Tailings dam; Natural (archaeology); Hazardous waste","score_opus":0.01707100894939021,"score_gpt":0.2272090569178174,"score_spread":0.2101380479684272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7104000394","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035773523,0.06445589,0.056122724,0.055621225,0.008034762,0.00014625867,0.0005765691,0.0010179757,0.81044716],"genre_scores_gemma":[0.029992605,0.07124808,0.06301877,0.01274054,0.0032647832,0.00012741894,0.0008369962,0.0006448638,0.81812596],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99969494,0.000070075184,0.000017999064,0.000040477542,0.00015452303,0.000021911635],"domain_scores_gemma":[0.9989172,0.0005874238,0.000045278855,0.00008492604,0.00025584665,0.00010924851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074517884,0.00047828787,0.00024077001,0.00090764393,0.0010704624,0.0037436774,0.0009608989,0.0016090538,0.026393177],"category_scores_gemma":[0.0016488393,0.00026571043,0.00022369837,0.0007990817,0.0016538808,0.005287728,0.0013952286,0.0026692308,0.012526727],"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":[0.0000102942595,0.000049506543,0.00027073038,0.00031148962,0.00000270584,0.00020410129,0.0019430845,0.00070682756,0.0006459325,0.09858204,0.47031897,0.4269543],"study_design_scores_gemma":[6.387518e-7,0.000006979591,0.00012283132,0.000395217,8.560937e-7,0.00017405799,0.00038179045,0.00016084536,0.00014624816,0.021851277,0.97675335,0.0000058947167],"about_ca_topic_score_codex":0.0024576471,"about_ca_topic_score_gemma":0.007732705,"teacher_disagreement_score":0.026393177,"about_ca_system_score_codex":0.0013626906,"about_ca_system_score_gemma":0.0018575018,"threshold_uncertainty_score":0.08829397},"labels":[],"label_agreement":null},{"id":"W7105982365","doi":"10.7939/83164","title":"Effects of Cold Temperature on the Stability of Arsenic Trioxide Roaster Waste Dust in Cemented Paste Backfill","year":2025,"lang":"en","type":"dissertation","venue":"University of Alberta Library","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":"Pyrite; Arsenic; Hazardous waste; Arsenopyrite; Roasting; Arsenic trioxide; Trioxide; Cement","score_opus":0.00485164601187084,"score_gpt":0.14651205057085706,"score_spread":0.1416604045589862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7105982365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978955,0.0009333489,0.00019353266,0.000044265373,0.000041847983,0.000016089693,0.0002691777,0.000016398273,0.00058984006],"genre_scores_gemma":[0.99817526,0.00039385026,0.00022685871,0.000041181633,0.000009958279,0.000012869114,0.00022225032,0.000016683756,0.00090111967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99932647,0.00008592847,0.000064674256,0.00016194067,0.00024446528,0.0001165603],"domain_scores_gemma":[0.9990503,0.00016613315,0.00016386507,0.000057532197,0.00045995525,0.00010215994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045057194,0.0003427539,0.0006238858,0.00033758124,0.00067593623,0.0009361463,0.0003479956,0.00044642176,0.0018355786],"category_scores_gemma":[0.0009474904,0.00023594024,0.00069081236,0.00028699308,0.0003346526,0.0004304551,0.0003800278,0.00067760417,0.0005382051],"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":[0.0044418965,0.00079920475,0.02170902,0.00047965665,0.00018276864,0.0005361991,0.0007000874,0.002477445,0.9543458,0.00009868744,0.000738245,0.01349093],"study_design_scores_gemma":[0.00004216467,0.0054120063,0.08247179,0.000057040957,0.00017904225,0.00021918293,0.0014649861,0.0026719382,0.9041841,0.00010754851,0.0031015917,0.00008862456],"about_ca_topic_score_codex":0.0054212688,"about_ca_topic_score_gemma":0.008776391,"teacher_disagreement_score":0.0054212688,"about_ca_system_score_codex":0.00061654154,"about_ca_system_score_gemma":0.0003409355,"threshold_uncertainty_score":0.01077944},"labels":[],"label_agreement":null},{"id":"W7115713506","doi":"10.71846/18-wcee-1603","title":"LIQUEFACTION RESISTANCE OF OIL SAND TAILINGS","year":2025,"lang":"en","type":"article","venue":"World Conference of Earthquake Engineering","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; Liquefaction; Consolidation (business); Shearing (physics); Oil sands; Tailings dam; Shear (geology); Permeability (electromagnetism)","score_opus":0.014857186593616555,"score_gpt":0.19400860948557042,"score_spread":0.17915142289195385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115713506","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995134,0.000057420973,0.00011425624,0.0000038388584,6.4731955e-7,0.0000025619422,0.00005813275,0.00000829699,0.00024154093],"genre_scores_gemma":[0.99898976,0.00006751673,0.0001524495,0.0000046106497,4.359058e-7,0.0000017535035,0.00011183395,0.0000026486684,0.0006689198],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998801,0.000003827996,0.0000070450337,0.000019612455,0.00006375091,0.0000256956],"domain_scores_gemma":[0.99977475,0.000022794771,0.000052594358,0.000013035782,0.000105700405,0.000031147072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009114002,0.00017025185,0.00014142349,0.0004949534,0.0002493649,0.00021850463,0.00018440702,0.0001146114,0.00094582944],"category_scores_gemma":[0.0002978599,0.0001087926,0.000117238196,0.00035049152,0.00026791287,0.00012899384,0.0002091384,0.00011289078,0.00011714131],"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":[0.0001508819,0.00001656291,0.048239484,0.00005262101,0.0000130918115,0.00019228499,0.00023261474,0.0014172083,0.9398863,0.000025166031,0.000053162446,0.00972062],"study_design_scores_gemma":[0.000004080349,0.00044416892,0.3938049,0.00001015391,0.000024234834,0.0002807179,0.00085400685,0.003276979,0.59958816,0.00002978117,0.0016629813,0.000019767753],"about_ca_topic_score_codex":0.05850155,"about_ca_topic_score_gemma":0.15105414,"teacher_disagreement_score":0.05850155,"about_ca_system_score_codex":0.0005608516,"about_ca_system_score_gemma":0.0003757055,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W7115923383","doi":"10.2139/ssrn.5934445","title":"A Sustainability-Based Framework for Assessing Dam Failure Impacts: Integrating AI-Assisted Indicator Extraction and Application to the Fundão Case","year":2025,"lang":"","type":"preprint","venue":"SSRN Electronic Journal","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Tailings dam; Dam failure; Livelihood; Dam removal; Sustainable development; Sustainability; Economic impact analysis; Risk management; Dam break","score_opus":0.00860505351873252,"score_gpt":0.2962157379059452,"score_spread":0.28761068438721266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115923383","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012696054,0.00026839343,0.9667437,0.00073307817,0.000029496216,0.00014846779,0.00025821754,0.00027147456,0.01885112],"genre_scores_gemma":[0.4464203,0.00060276606,0.5482384,0.0000832136,0.000033374647,0.00028684255,0.00038624898,0.00008197508,0.0038669275],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983668,0.0005863698,0.00015582172,0.00021063525,0.00054164696,0.00013883476],"domain_scores_gemma":[0.9977156,0.00095720956,0.00030114033,0.00021693365,0.00068752805,0.00012154494],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0043842574,0.001356219,0.00067510543,0.0068768086,0.0011255549,0.0047069113,0.0020781257,0.0018095779,0.005064554],"category_scores_gemma":[0.0068343817,0.00043395985,0.0010222065,0.0041956645,0.0024327915,0.0032778785,0.0030309458,0.0013490674,0.0006056946],"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":[0.000031807736,0.00020054968,0.0076829437,0.00027391125,0.000112130554,0.0005019016,0.0006853786,0.40341038,0.0025966968,0.47206375,0.0017824877,0.11065803],"study_design_scores_gemma":[0.000011230745,0.000060394355,0.0027690055,0.00020612926,0.000056258796,0.00020102407,0.00078542746,0.7008723,0.0017224395,0.27965933,0.013588213,0.000068221976],"about_ca_topic_score_codex":0.01903846,"about_ca_topic_score_gemma":0.023657206,"teacher_disagreement_score":0.01903846,"about_ca_system_score_codex":0.002465505,"about_ca_system_score_gemma":0.0035416954,"threshold_uncertainty_score":0.037855327},"labels":[],"label_agreement":null},{"id":"W7119354457","doi":"","title":"MODELAGEM E SIMULAÇÃO NUMÉRICA DO PROCESSO DE DRENAGEM EM MINA A CÉU ABERTO","year":2008,"lang":"pt","type":"article","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Sedimentary rock; Outcrop; Drainage network; Stratum; Context (archaeology)","score_opus":0.025018542844902087,"score_gpt":0.22918751222569753,"score_spread":0.20416896938079543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7119354457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44608328,0.00087427435,0.51859725,0.0005210565,0.0002195534,0.00020408067,0.0010679666,0.0021925275,0.030240001],"genre_scores_gemma":[0.8877204,0.0009969629,0.09480539,0.00006402472,0.000018464829,0.00020947761,0.0004964341,0.00021142238,0.01547748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996693,0.00004983949,0.000018948136,0.00008773462,0.00013032947,0.000043806627],"domain_scores_gemma":[0.999413,0.00025957404,0.000051886745,0.000087545566,0.00015984772,0.000028034183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005322884,0.00059902266,0.0007216563,0.00049206393,0.00065309624,0.0020667168,0.0008809663,0.0010327243,0.00394844],"category_scores_gemma":[0.0014145451,0.00040149636,0.0009922514,0.0006732232,0.00064580346,0.0013465656,0.0006983385,0.0007992869,0.0005773143],"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":[0.00013350224,0.00010538128,0.005504303,0.00029264594,0.000033999215,0.0002466635,0.0004860456,0.92511183,0.021312702,0.008600138,0.0006075878,0.03756529],"study_design_scores_gemma":[0.00001951503,0.000120681056,0.0022089134,0.000056230598,0.000025334653,0.00007572422,0.0003159072,0.9637605,0.01891547,0.0026106427,0.011851086,0.00003992571],"about_ca_topic_score_codex":0.015345587,"about_ca_topic_score_gemma":0.015356937,"teacher_disagreement_score":0.015345587,"about_ca_system_score_codex":0.0013451377,"about_ca_system_score_gemma":0.0024031068,"threshold_uncertainty_score":0.030512512},"labels":[],"label_agreement":null},{"id":"W7119385136","doi":"","title":"Economic Valuation of Environmental Damages (EVED) to natural vegetation in scenarios of mining tailing dam breaks: case study of Brumadinho/MG","year":2024,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Damages; Tailings dam; Valuation (finance); Tailings; Environmental degradation; Environmental impact assessment; Natural resource; Economic impact analysis","score_opus":0.019765099182833812,"score_gpt":0.24486888794214234,"score_spread":0.22510378875930853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7119385136","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9829413,0.0007155602,0.002812018,0.0006741516,0.00001492387,0.00010209611,0.00048809536,0.000020696893,0.012231127],"genre_scores_gemma":[0.996229,0.0005041331,0.0019485448,0.000021422724,0.000009101922,0.000038810336,0.00012798785,0.000008390043,0.0011125548],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990976,0.00048447066,0.00002855335,0.00007000139,0.00013318419,0.00018627061],"domain_scores_gemma":[0.9977502,0.0016179266,0.00019878503,0.00011270334,0.00013138448,0.00018900233],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002145693,0.00052919594,0.00048721652,0.0017080244,0.0012675208,0.0016400722,0.0014068151,0.0017824891,0.001638608],"category_scores_gemma":[0.0031040069,0.00027057691,0.0010174685,0.0022262968,0.0012028436,0.0015881018,0.0011911297,0.0012181132,0.00011328956],"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":[0.001580017,0.0024718605,0.13322158,0.0014879494,0.0006065396,0.04381676,0.00614686,0.6264257,0.007956475,0.10102768,0.008507672,0.06675088],"study_design_scores_gemma":[0.00023165416,0.0011854637,0.19132908,0.0007345067,0.0004364697,0.0043031536,0.029763047,0.70188504,0.0059914715,0.03159094,0.032291494,0.0002576466],"about_ca_topic_score_codex":0.038577277,"about_ca_topic_score_gemma":0.062242802,"teacher_disagreement_score":0.038577277,"about_ca_system_score_codex":0.004178008,"about_ca_system_score_gemma":0.0011246476,"threshold_uncertainty_score":0.076705515},"labels":[],"label_agreement":null},{"id":"W7119410392","doi":"","title":"Environmental characterization and investigation of the presence of trace metals in the water column and sediment of the Rio Piranhas, Sao Bento, Paraíba","year":2010,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Sediment; Contamination; Water quality; Trace element; Water pollution; Aquatic ecosystem; Pollutant; Biota; Wastewater","score_opus":0.013174660484590744,"score_gpt":0.20225259946307075,"score_spread":0.18907793897848002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7119410392","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782324,0.00014842246,0.00026152004,0.000035758218,0.0000046583427,0.000013627942,0.00014670056,0.000007650403,0.0015585204],"genre_scores_gemma":[0.99792635,0.00026195118,0.0006776152,0.000027586924,0.000006349544,0.000026279957,0.00017318723,0.0000045348897,0.0008961776],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9998325,0.000012516242,0.000009754439,0.000051319035,0.00007124128,0.000022636079],"domain_scores_gemma":[0.9999093,0.00001598549,0.000025200201,0.000004196126,0.00003596574,0.000009386609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014689474,0.00029971774,0.00022257905,0.0006697975,0.0005793234,0.00055777375,0.00029261052,0.00033636467,0.0004209276],"category_scores_gemma":[0.00029772363,0.00019433077,0.0001901149,0.00056586677,0.00040612975,0.00019892273,0.00042438187,0.00020487013,0.00013900969],"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":[0.00027426652,0.00023562153,0.48334488,0.00054529274,0.0001743158,0.0022554127,0.005267233,0.0015613011,0.45730388,0.00042920408,0.00025867793,0.048349924],"study_design_scores_gemma":[0.0000128750935,0.0003288258,0.97062445,0.000034390832,0.000050495935,0.00067166757,0.0029842767,0.0011040935,0.01826966,0.00014223276,0.005754453,0.000022470136],"about_ca_topic_score_codex":0.024405235,"about_ca_topic_score_gemma":0.044726636,"teacher_disagreement_score":0.024405235,"about_ca_system_score_codex":0.0003750687,"about_ca_system_score_gemma":0.00056265737,"threshold_uncertainty_score":0.048526347},"labels":[],"label_agreement":null},{"id":"W7120356035","doi":"","title":"Avaliação das características geotécnicas e da estabilidade em condição não saturada de uma encosta na Zona Norte do Recife/PE","year":2024,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Population; Hesperian; Transient flow","score_opus":0.021992380719924008,"score_gpt":0.25840454435614524,"score_spread":0.23641216363622122,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120356035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99337584,0.0005446014,0.0007565872,0.000072796436,0.0000054999564,0.000020356974,0.0011238261,0.000034465265,0.0040661027],"genre_scores_gemma":[0.9916495,0.0007456751,0.0016338764,0.000028853878,0.0000052071555,0.000038790313,0.0008984867,0.000015700649,0.0049838442],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967694,0.000023698729,0.000012369525,0.00010850198,0.00007829861,0.00010014917],"domain_scores_gemma":[0.9994191,0.000056466466,0.00017503084,0.000033766642,0.00025825534,0.00005743308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029762316,0.00038496638,0.00046137712,0.0012028511,0.0012801815,0.0013625998,0.00057831215,0.0003637277,0.0024543668],"category_scores_gemma":[0.0006399195,0.00036660337,0.00046952107,0.0026541739,0.00052605674,0.00058306725,0.00062283536,0.00038828776,0.00039885833],"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":[0.0002794886,0.00004594628,0.926683,0.0003303345,0.00012066759,0.0004738025,0.0057028695,0.0012166986,0.024454253,0.0004991028,0.0006251099,0.03956873],"study_design_scores_gemma":[0.0000011064695,0.00005167977,0.9923469,0.000026627824,0.000026471173,0.000092728464,0.0029638084,0.00030525963,0.00095897476,0.000030683328,0.003186052,0.000009661846],"about_ca_topic_score_codex":0.39326125,"about_ca_topic_score_gemma":0.6164551,"teacher_disagreement_score":0.39326125,"about_ca_system_score_codex":0.0023264163,"about_ca_system_score_gemma":0.0021161977,"threshold_uncertainty_score":0.78194445},"labels":[],"label_agreement":null},{"id":"W7120374528","doi":"","title":"Estudo geotécnico e análise da estabilidade da encosta localizada na Ladeira do Pilar- comércio no Município do Salvador-BA","year":2018,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Hydrology (agriculture); Erosion","score_opus":0.020180128932524678,"score_gpt":0.23988109522126702,"score_spread":0.21970096628874233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120374528","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949974,0.00078290806,0.00068540155,0.000117658565,0.000007634559,0.00005403209,0.00076135073,0.000026717844,0.0025670321],"genre_scores_gemma":[0.99252856,0.00073090394,0.0021883303,0.000030554493,0.0000072207113,0.000082783765,0.00076033745,0.000012142303,0.0036592071],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999582,0.000055132965,0.000025775495,0.00012236416,0.00013255751,0.000082223356],"domain_scores_gemma":[0.9994893,0.00007110539,0.0001562776,0.000040314902,0.00019870429,0.00004419727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044440452,0.00035449179,0.0003968369,0.0019575795,0.00069983286,0.0013065794,0.00047062588,0.0003307775,0.001724084],"category_scores_gemma":[0.00082214386,0.00018376003,0.0003834959,0.0029297336,0.0004909266,0.00037498807,0.0007492704,0.00020337247,0.00028536853],"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":[0.00016395721,0.000065910215,0.88727945,0.00067168754,0.0002008731,0.0012167993,0.012854259,0.0006334484,0.0421149,0.00046941283,0.0007509799,0.053578295],"study_design_scores_gemma":[0.0000021619524,0.00011122899,0.97831887,0.000044087697,0.000074206,0.00027080005,0.008850465,0.00035138635,0.0040406967,0.000067964065,0.007854777,0.000013332473],"about_ca_topic_score_codex":0.07959155,"about_ca_topic_score_gemma":0.15185292,"teacher_disagreement_score":0.07959155,"about_ca_system_score_codex":0.0013684174,"about_ca_system_score_gemma":0.0012619987,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W7120395081","doi":"","title":"Revisão histórica das curvas-chave da sub-bacia 36 - estudo de caso da estação Jaguaribe (36320000)","year":2013,"lang":"pt","type":"article","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Quarter (Canadian coin); Research methodology; Work (physics); Archaeomagnetic dating","score_opus":0.025192860239832707,"score_gpt":0.2399473178073388,"score_spread":0.2147544575675061,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120395081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9570022,0.0033893562,0.0021868579,0.00059000135,0.00004965974,0.00010570986,0.0036070223,0.00012760957,0.032941576],"genre_scores_gemma":[0.9931445,0.0009857578,0.0019764986,0.0000289236,0.000009399955,0.000042209234,0.0009486076,0.00002473445,0.0028393962],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99894494,0.00017094487,0.00011756938,0.00023413908,0.0002894973,0.0002430265],"domain_scores_gemma":[0.99780184,0.00035372018,0.0006527093,0.0002635037,0.00073627924,0.00019195602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010533795,0.00026105263,0.00036887435,0.0051258076,0.0017269169,0.002149617,0.00093549717,0.00036985913,0.004883487],"category_scores_gemma":[0.0029641858,0.00040066283,0.00034513127,0.010803665,0.001438699,0.0010590572,0.0020774484,0.00048386288,0.0005001661],"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":[0.0001095816,0.000031322023,0.90410227,0.00040113338,0.000069637426,0.0010235048,0.019791985,0.00039631678,0.0029167398,0.0038691077,0.0016891165,0.0655993],"study_design_scores_gemma":[0.0000012519951,0.000025470752,0.96656966,0.000119345386,0.000024875977,0.00038551842,0.010997092,0.00014449538,0.0003834237,0.00021060619,0.021121195,0.000017161454],"about_ca_topic_score_codex":0.2278141,"about_ca_topic_score_gemma":0.42780468,"teacher_disagreement_score":0.2278141,"about_ca_system_score_codex":0.0034249427,"about_ca_system_score_gemma":0.0028353282,"threshold_uncertainty_score":0.4529761},"labels":[],"label_agreement":null},{"id":"W7120407183","doi":"","title":"Estudo geotécnico e análise da estabilidade não saturada de uma encosta pertencente à formação barreiras localizada no município de Jaboatão dos Guararapes-PE","year":2024,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Field (mathematics); Texture (cosmology); Statistical analysis","score_opus":0.018275723981555518,"score_gpt":0.2375713578548994,"score_spread":0.2192956338733439,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120407183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99597555,0.0006565343,0.0003562812,0.000028132024,0.0000033406568,0.000028166707,0.0007364681,0.00001460417,0.0022009106],"genre_scores_gemma":[0.9929345,0.0007889776,0.001528714,0.000015945523,0.00000340218,0.000059750597,0.0006417347,0.000010814025,0.0040160646],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99957365,0.000052195865,0.000026094138,0.00012791666,0.0001374403,0.00008279211],"domain_scores_gemma":[0.999017,0.00013256625,0.00029504657,0.00007655404,0.00037026126,0.00010858278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044589525,0.00034982126,0.00043595978,0.002406115,0.0012990291,0.0011302491,0.0005856142,0.0005003814,0.0023537031],"category_scores_gemma":[0.00088089204,0.00044077283,0.00041528294,0.0043374905,0.00056074845,0.00054127385,0.0010634795,0.00035795788,0.00052317395],"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":[0.00022848284,0.0000499635,0.91886014,0.0005304103,0.00009237283,0.00069070363,0.013415747,0.0003876156,0.037994053,0.00029526342,0.0003437639,0.027111452],"study_design_scores_gemma":[0.000001151898,0.00010409292,0.9889225,0.0000361066,0.00002882966,0.00019995878,0.004856763,0.00013895074,0.0020641931,0.000028053686,0.0036101572,0.0000093036515],"about_ca_topic_score_codex":0.11160608,"about_ca_topic_score_gemma":0.2651666,"teacher_disagreement_score":0.11160608,"about_ca_system_score_codex":0.001221364,"about_ca_system_score_gemma":0.001199669,"threshold_uncertainty_score":0.22191286},"labels":[],"label_agreement":null},{"id":"W7120410580","doi":"","title":"Numerical modeling and simulation of the open pit drainage process.","year":2007,"lang":"pt","type":"dissertation","venue":"LA Referencia (Red Federada de Repositorios Institucionales de Publicaciones Científicas)","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":"Numerical modeling; Numerical models; Data flow model; Flow (mathematics); Drainage basin","score_opus":0.026695154637563154,"score_gpt":0.2713946422308667,"score_spread":0.2446994875933035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7120410580","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28980592,0.0013451076,0.634741,0.0010001339,0.0003761978,0.00031122036,0.0014253396,0.0013271234,0.06966789],"genre_scores_gemma":[0.93057406,0.000654571,0.058763072,0.0000569301,0.000029427716,0.0001745818,0.00048236208,0.0000839633,0.009181067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979717,0.000041169398,0.000013377836,0.000025689451,0.00009704032,0.000025635216],"domain_scores_gemma":[0.99966633,0.0001619517,0.00003675813,0.00003596242,0.00007643792,0.000022710976],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030538999,0.000296772,0.00048382345,0.00031809293,0.00040280187,0.001168147,0.0006935245,0.0010797931,0.003152362],"category_scores_gemma":[0.0012338025,0.00024247407,0.00035528548,0.0006276183,0.00047188974,0.0008119565,0.0005526751,0.00046811922,0.0003963069],"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":[0.000036379322,0.000036984013,0.0015289335,0.000081059414,0.000010462328,0.00008453487,0.00007187399,0.9768779,0.0032480543,0.008054252,0.00052199635,0.009447496],"study_design_scores_gemma":[0.000008592941,0.000014413049,0.00027305435,0.0000066130688,0.000002806076,0.000017650547,0.000023516419,0.99498343,0.0007749037,0.0018819218,0.0020083128,0.0000047928743],"about_ca_topic_score_codex":0.008313906,"about_ca_topic_score_gemma":0.0068713655,"teacher_disagreement_score":0.008313906,"about_ca_system_score_codex":0.000603969,"about_ca_system_score_gemma":0.0013707235,"threshold_uncertainty_score":0.01653099},"labels":[],"label_agreement":null},{"id":"W7127085241","doi":"10.5281/zenodo.18461520","title":"Comment on Reports Regarding Eagle Gold Mine Yukon Disaster","year":2025,"lang":"","type":"article","venue":"Open MIND","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":"Eagle; Heap (data structure); Mine safety; Heap leaching; Financial compensation","score_opus":0.031193417213300923,"score_gpt":0.26374445572691047,"score_spread":0.23255103851360953,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7127085241","genre_codex":"commentary","genre_gemma":"commentary","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"commentary","genre_consensus":"commentary","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008672738,0.0021866546,0.00038141006,0.92071533,0.022335496,0.0000745305,0.0010668627,0.0002752651,0.044291586],"genre_scores_gemma":[0.054387834,0.0022367868,0.00040327894,0.8406928,0.009565104,0.00008306455,0.00046024725,0.00020934627,0.091961496],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99845123,0.00016637462,0.00017503854,0.00021386672,0.00064213364,0.0003512614],"domain_scores_gemma":[0.99519724,0.0016246712,0.00037959852,0.00028401453,0.0021480836,0.0003664035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017252013,0.0005760245,0.0004401508,0.0005218658,0.0049716574,0.002310803,0.0019979142,0.022757756,0.013217099],"category_scores_gemma":[0.010301604,0.00046165602,0.0007033867,0.00065924256,0.0023581714,0.0032170713,0.0016324089,0.014801934,0.0046645887],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000051524512,0.000011279761,0.0013937402,0.000093758914,0.000007671139,0.0015010786,0.0015933757,0.00008015083,0.0003499591,0.002991317,0.98855174,0.0033743617],"study_design_scores_gemma":[0.0000079806205,0.000019537732,0.0022222772,0.00010982479,0.000009537008,0.00038503937,0.003341183,0.00004884235,0.00038390458,0.0006017824,0.9928357,0.000034332425],"about_ca_topic_score_codex":0.11595242,"about_ca_topic_score_gemma":0.1393334,"teacher_disagreement_score":0.88404757,"about_ca_system_score_codex":0.006126305,"about_ca_system_score_gemma":0.004944435,"threshold_uncertainty_score":0.23055506},"labels":[],"label_agreement":null},{"id":"W7127248903","doi":"","title":"Re: BUTTE MINE FLOODING SITE CD, CV 02-35 Bu-RFC, 2025 Second Quarter Report","year":2025,"lang":"","type":"article","venue":"Digital Commons - Montana Tech (Montana Tech of the University of Montana)","topic":"Tailings Management and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Butte; Flooding (psychology); Hydrology (agriculture); Quarter (Canadian coin); West virginia","score_opus":0.010403342210886022,"score_gpt":0.18238035937726507,"score_spread":0.17197701716637906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7127248903","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011924485,0.00077552046,0.0011843989,0.012761521,0.0033701018,0.0010407071,0.12184015,0.003911475,0.8431916],"genre_scores_gemma":[0.0042291796,0.00013685865,0.00018463403,0.00055189396,0.00006510392,0.00009274168,0.011457538,0.00018657364,0.98309547],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995586,0.000020671225,0.000012011888,0.000049533995,0.00025904676,0.000100072204],"domain_scores_gemma":[0.9992747,0.000035077228,0.000021075008,0.000040233812,0.0005107188,0.00011825048],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00048861105,0.00059054967,0.00035594555,0.0008754981,0.0020140037,0.0022007392,0.0010138183,0.0027375265,0.3551962],"category_scores_gemma":[0.0011998016,0.00037372205,0.0002551628,0.00070394896,0.00020157726,0.0008396455,0.0008053837,0.0012740593,0.19128925],"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":[0.00007277887,0.000041611085,0.00057865836,0.000026693084,0.0000023198486,0.000039365637,0.000016718688,0.00005464799,0.00036371118,0.00024295469,0.9885231,0.010037443],"study_design_scores_gemma":[0.000046066245,0.00006661579,0.0069709434,0.00004302672,0.000006918954,0.00003794734,0.0002750095,0.00036205136,0.00090128585,0.00017532372,0.99110365,0.0000111914405],"about_ca_topic_score_codex":0.15161505,"about_ca_topic_score_gemma":0.3288931,"teacher_disagreement_score":0.3551962,"about_ca_system_score_codex":0.0018423891,"about_ca_system_score_gemma":0.0064601405,"threshold_uncertainty_score":0.91973436},"labels":[],"label_agreement":null},{"id":"W7132903981","doi":"","title":"In situ properties and liquefaction potential of cemented paste backfill","year":2004,"lang":"","type":"dissertation","venue":"TSpace","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":"Mercury intrusion porosimetry; Consolidation (business); Porosity; Material properties; Shrinkage; Oedometer test; Spall; Slump","score_opus":0.016917731253432516,"score_gpt":0.2411691419889227,"score_spread":0.22425141073549018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132903981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99836344,0.00028882784,0.0006906816,0.00000937512,0.0000031481577,0.000004867994,0.0001838442,0.00002106535,0.00043479045],"genre_scores_gemma":[0.99871945,0.0001306665,0.00039618879,0.000006584818,0.0000015605211,0.000005248713,0.00014222048,0.0000112881435,0.0005868889],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99975747,0.00002311056,0.000019049066,0.000044741086,0.00011918424,0.00003640114],"domain_scores_gemma":[0.99963737,0.0000873577,0.00010367149,0.000026388381,0.00011503581,0.000030198247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042199006,0.00021883215,0.0002550441,0.00050566014,0.00015357704,0.00039864058,0.00027685994,0.0002894455,0.0013740348],"category_scores_gemma":[0.00061042677,0.0001349974,0.00018998695,0.00047928217,0.0002687023,0.00047500027,0.00020304987,0.00031711796,0.00022987639],"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":[0.00021229927,0.00002924709,0.0032829496,0.00005691968,0.0000064474802,0.00009600009,0.00012894001,0.0008721203,0.99025667,0.000059782018,0.000040828956,0.004957872],"study_design_scores_gemma":[0.000005894276,0.00048101324,0.017491657,0.00001208758,0.0000137132565,0.000113221045,0.00021607635,0.0035237723,0.9771666,0.0000423441,0.00092296913,0.000010492301],"about_ca_topic_score_codex":0.001527818,"about_ca_topic_score_gemma":0.0018904911,"teacher_disagreement_score":0.001527818,"about_ca_system_score_codex":0.00034622638,"about_ca_system_score_gemma":0.00015394138,"threshold_uncertainty_score":0.004596591},"labels":[],"label_agreement":null},{"id":"W7132939093","doi":"","title":"Ultrasonic wave measurement through cement paste backfill","year":2008,"lang":"","type":"dissertation","venue":"TSpace","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":"University of Toronto","keywords":"Ultrasonic sensor; Curing (chemistry); Ultrasonic testing; Shear waves; Shear modulus; Longitudinal wave; Shear (geology); Modulus","score_opus":0.06337092158040163,"score_gpt":0.2651765112404702,"score_spread":0.20180558966006856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132939093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9443088,0.001743397,0.047651883,0.00009705358,0.000051171453,0.00006511521,0.00038327457,0.0007571509,0.0049421126],"genre_scores_gemma":[0.9731664,0.0015021614,0.019411553,0.00004305076,0.000011066054,0.00004090278,0.00025905255,0.00004787669,0.0055179256],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971586,0.000021802409,0.000011426124,0.00004380407,0.00018077204,0.000026279671],"domain_scores_gemma":[0.9997415,0.00006618924,0.000035881534,0.000020248315,0.00012280574,0.000013463815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023600618,0.0003093539,0.0002766254,0.0008542557,0.00017811975,0.00043399108,0.00028831218,0.00038349975,0.0014958176],"category_scores_gemma":[0.00061043235,0.00020015045,0.00015258709,0.0006389045,0.00032434432,0.0005097125,0.00028201658,0.00036874023,0.00042643523],"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":[0.00005131661,0.0000071884147,0.0009514578,0.000043750366,0.0000026484072,0.000040487874,0.00006674398,0.0001454949,0.9805055,0.00009547733,0.000067973924,0.01802186],"study_design_scores_gemma":[0.0000049092628,0.00012146459,0.004575016,0.0000075062776,0.0000094159595,0.000076524826,0.00008272974,0.0013172626,0.99225724,0.0000677217,0.0014733662,0.000006776456],"about_ca_topic_score_codex":0.0015994719,"about_ca_topic_score_gemma":0.0018480733,"teacher_disagreement_score":0.0015994719,"about_ca_system_score_codex":0.0002580753,"about_ca_system_score_gemma":0.00028689537,"threshold_uncertainty_score":0.0050039887},"labels":[],"label_agreement":null},{"id":"W7132961527","doi":"","title":"Deposition, consolidation, and strength of a non-plastic tailings paste for surface disposal","year":2004,"lang":"","type":"dissertation","venue":"TSpace","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); Dispose pattern; Slurry; Compaction; Void ratio; Bottom ash; Tailings dam","score_opus":0.008664070611621626,"score_gpt":0.2550921754233231,"score_spread":0.24642810481170144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7132961527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988788,0.00013189057,0.00039635968,0.0000060506486,0.0000023902144,0.000019200665,0.00005415154,0.0000060627553,0.000505135],"genre_scores_gemma":[0.99764377,0.00013251856,0.0013270688,0.000007957796,0.0000013968944,0.000012466721,0.00007753254,0.0000039210177,0.0007933908],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974567,0.00002819562,0.000025536761,0.000030810523,0.00014531957,0.000024586465],"domain_scores_gemma":[0.9995079,0.000062128114,0.00014718906,0.000030586376,0.00021395713,0.000038290662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038740298,0.00020251544,0.000220159,0.00054928625,0.00017157989,0.00035496065,0.00026515848,0.00020436168,0.00075473863],"category_scores_gemma":[0.00053479586,0.00017091758,0.00022169037,0.00044441296,0.00022392477,0.00028191472,0.00024357213,0.00023267085,0.00019402639],"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":[0.00015907803,0.00005297751,0.017290449,0.00008943353,0.000011041825,0.0001664299,0.00010360649,0.00054820644,0.9712829,0.00004094937,0.00003678643,0.010218201],"study_design_scores_gemma":[0.000010219187,0.0023797438,0.16600084,0.000025664145,0.000043102584,0.0002494359,0.0003560762,0.0019324883,0.8280225,0.000037458103,0.0009271204,0.000015293299],"about_ca_topic_score_codex":0.0018489311,"about_ca_topic_score_gemma":0.008295657,"teacher_disagreement_score":0.0018489311,"about_ca_system_score_codex":0.0003539668,"about_ca_system_score_gemma":0.00020953658,"threshold_uncertainty_score":0.003676355},"labels":[],"label_agreement":null},{"id":"W7133050976","doi":"","title":"Effects of Transient Hydro-mechanical Cemented Paste Tailings Properties on One-dimensional Deposition Behaviour","year":2020,"lang":"","type":"dissertation","venue":"TSpace","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":"Barrick Gold Corporation","keywords":"Hydraulic conductivity; Consolidation (business); Tailings; Void (composites); Stiffness; Shrinkage; Conductivity; Material properties","score_opus":0.01629776929417885,"score_gpt":0.2343425356234785,"score_spread":0.21804476632929964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7133050976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992391,0.000046536865,0.00033267806,0.0000058222945,0.000003028802,0.0000035157677,0.000059629732,0.000033397642,0.00027649794],"genre_scores_gemma":[0.9994367,0.000043382188,0.00024109687,0.0000051219895,7.142303e-7,0.0000025779404,0.00004638052,0.000008655644,0.00021538597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998623,0.000009289387,0.00001190658,0.000025050127,0.000056809182,0.000034555265],"domain_scores_gemma":[0.99959165,0.00019175955,0.0000689771,0.000044871627,0.000050837443,0.000051912502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015985065,0.00018789397,0.00017644255,0.00017836396,0.00016906719,0.0004808838,0.00022038835,0.00023788033,0.0014146442],"category_scores_gemma":[0.00056042196,0.00016189815,0.00017985232,0.0001806112,0.00036332727,0.0002389084,0.00020636068,0.00029935624,0.00015601925],"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":[0.0003419104,0.00012279766,0.0060594953,0.00007214422,0.0000130734325,0.00027914776,0.00024176572,0.007366378,0.9780151,0.00007712042,0.000082380284,0.0073285745],"study_design_scores_gemma":[0.000011288569,0.0005647779,0.03630468,0.000008848339,0.000015617123,0.00010974378,0.0002848055,0.020085111,0.94208115,0.00004128714,0.00046972185,0.000022937935],"about_ca_topic_score_codex":0.0011937193,"about_ca_topic_score_gemma":0.0022804337,"teacher_disagreement_score":0.0014146442,"about_ca_system_score_codex":0.00026688902,"about_ca_system_score_gemma":0.00016081118,"threshold_uncertainty_score":0.0047324896},"labels":[],"label_agreement":null},{"id":"W7135334241","doi":"","title":"Use Of Mine Tailings For Unpaved Road Base Construction","year":2024,"lang":"","type":"article","venue":"ScholarWorks@UMassAmherst (University of Massachusetts Amherst)","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; Tailings dam; Work (physics); Point (geometry); Base (topology)","score_opus":0.030731407344703247,"score_gpt":0.2047953552382091,"score_spread":0.17406394789350585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7135334241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99506336,0.00012407807,0.0022853694,0.00001576782,0.000005064898,0.000034498735,0.00008299804,0.000033495024,0.002355321],"genre_scores_gemma":[0.99272424,0.0001145573,0.0056798207,0.000008028119,0.0000012734907,0.000009313919,0.00009414774,0.000006434677,0.0013621146],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99967825,0.00005101845,0.000020000158,0.000036032467,0.00015690978,0.000057788657],"domain_scores_gemma":[0.9995511,0.000046925717,0.000097347875,0.00011277957,0.00013248289,0.000059292863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003193899,0.00025798084,0.00019944596,0.00062995096,0.00055181555,0.0006157168,0.00089806895,0.00025632026,0.00139066],"category_scores_gemma":[0.0005996007,0.00017681357,0.00024535123,0.00041605398,0.00040604285,0.000348762,0.0006315055,0.00021942155,0.00033756255],"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":[0.0010066445,0.00035232597,0.09535558,0.0003885858,0.00009833729,0.0016699659,0.00091586553,0.0066591986,0.69532573,0.0011026827,0.00056602806,0.1965591],"study_design_scores_gemma":[0.000050652332,0.006377349,0.28150544,0.00020025494,0.00019117902,0.0030096883,0.0026360939,0.0070521855,0.67257273,0.00069740904,0.025634773,0.00007222425],"about_ca_topic_score_codex":0.0059190034,"about_ca_topic_score_gemma":0.05214181,"teacher_disagreement_score":0.0059190034,"about_ca_system_score_codex":0.00050753134,"about_ca_system_score_gemma":0.0009227435,"threshold_uncertainty_score":0.011769116},"labels":[],"label_agreement":null},{"id":"W7149033114","doi":"10.70675/8d9025f4z76daz4ce6za868zd6a8d60de8d6","title":"Geomechanical behaviour of waste rock barricades and cemented paste backfills : experiments and modelling","year":2020,"lang":"","type":"dissertation","venue":"","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":"Waste disposal; Sand filter; Sedimentary rock","score_opus":0.0252805767591767,"score_gpt":0.23076695717049373,"score_spread":0.20548638041131703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7149033114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952075,0.00015379243,0.0023730842,0.000037899885,0.000007754302,0.00004695614,0.0005319386,0.00008036608,0.0015608334],"genre_scores_gemma":[0.9974515,0.00013463019,0.0009637804,0.0000043266073,9.626679e-7,0.00005070446,0.00017710731,0.000009355682,0.0012075575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997849,0.000018071563,0.000016404962,0.00005591781,0.00007442122,0.000050349485],"domain_scores_gemma":[0.9997478,0.00011629793,0.000033515335,0.000031226744,0.000047926253,0.000023270768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038504234,0.00059865136,0.0008621008,0.00061247085,0.0005115219,0.0011723305,0.00094481255,0.0016365391,0.002673662],"category_scores_gemma":[0.00047674417,0.0004662555,0.0006847506,0.0008355723,0.0008072632,0.0005134727,0.0003715037,0.00049428066,0.00038299503],"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":[0.0005842848,0.00022452151,0.009816273,0.0002581867,0.00003118571,0.00049358595,0.00029464142,0.87920046,0.1007427,0.00060080946,0.00019500553,0.007558324],"study_design_scores_gemma":[0.00011594628,0.00083968695,0.018889042,0.0000400181,0.000065454384,0.000110914974,0.00067311234,0.90213686,0.075066574,0.00040760305,0.0015769528,0.0000778327],"about_ca_topic_score_codex":0.039978426,"about_ca_topic_score_gemma":0.03383374,"teacher_disagreement_score":0.039978426,"about_ca_system_score_codex":0.0011469639,"about_ca_system_score_gemma":0.0011795397,"threshold_uncertainty_score":0.07949144},"labels":[],"label_agreement":null},{"id":"W7161776231","doi":"10.82308/53835","title":"Determination des parametres mecaniques des remblais miniers faits de residus cimentes","year":2001,"lang":"fr","type":"dissertation","venue":"","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":"Coring; Sampling (signal processing); Work (physics); Sample (material); Characterization (materials science); Instrumentation (computer programming)","score_opus":0.019954614129204556,"score_gpt":0.25135404191927435,"score_spread":0.2313994277900698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161776231","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99608326,0.00041047737,0.0019578661,0.000014668145,0.000009595159,0.000033893448,0.0001573171,0.00003586843,0.0012969925],"genre_scores_gemma":[0.9929745,0.0003871328,0.0028751343,0.000007326158,0.000006502971,0.000037352485,0.0002335508,0.000024511593,0.0034539425],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989538,0.000104840314,0.000041331048,0.00018462958,0.0006090131,0.00010633339],"domain_scores_gemma":[0.99890184,0.00032454822,0.0001417085,0.00007225885,0.00049593474,0.00006362298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010276894,0.00053793355,0.000731411,0.0010977247,0.0005605558,0.0011497561,0.0005227936,0.00052732433,0.001025971],"category_scores_gemma":[0.0020201933,0.00026824436,0.00038950582,0.0005965545,0.00046692972,0.0005277638,0.00027902387,0.00042564818,0.0005577889],"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":[0.00046320495,0.000095428615,0.027680399,0.00017220619,0.000036019588,0.00028700687,0.00064698723,0.0008239806,0.9438201,0.00015737736,0.00008918267,0.025728077],"study_design_scores_gemma":[0.0000097726825,0.0012813073,0.11148375,0.00002508831,0.00006216052,0.00025037816,0.00097061746,0.0023681289,0.8794292,0.00007933721,0.0040126503,0.00002761852],"about_ca_topic_score_codex":0.0052573723,"about_ca_topic_score_gemma":0.0060160207,"teacher_disagreement_score":0.0052573723,"about_ca_system_score_codex":0.00047996678,"about_ca_system_score_gemma":0.0003759108,"threshold_uncertainty_score":0.010453522},"labels":[],"label_agreement":null},{"id":"W7161777408","doi":"10.82308/47198","title":"An investigation into a new binder for hydraulic backfill /","year":2008,"lang":"en","type":"dissertation","venue":"","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":"Cementitious; Pozzolan; Sodium silicate; Compressive strength; Curing (chemistry); Ground granulated blast-furnace slag; Fly ash","score_opus":0.01884384218720231,"score_gpt":0.229845111790618,"score_spread":0.2110012696034157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161777408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97368956,0.007235107,0.0071659745,0.00025158076,0.00010126796,0.00019156258,0.00031762142,0.00021825577,0.010829114],"genre_scores_gemma":[0.9751806,0.003956242,0.011078812,0.00012660929,0.00003124268,0.000059891943,0.0003040717,0.00006318325,0.009199213],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99933285,0.00005900805,0.00003507532,0.00006461684,0.0004316893,0.00007675109],"domain_scores_gemma":[0.99973327,0.000052557378,0.00006246452,0.000018185461,0.00009331405,0.00004022534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004468047,0.0003451474,0.00039072044,0.0008077537,0.00035998007,0.00079298374,0.0004699046,0.00054249045,0.003355711],"category_scores_gemma":[0.000620768,0.00017846316,0.00052306446,0.00065414904,0.00029880818,0.0009741812,0.00042261925,0.00043494883,0.00088942086],"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":[0.0003087406,0.00031570037,0.001436886,0.0011125107,0.00002917253,0.00041297078,0.00015069864,0.00097275124,0.9519759,0.001455072,0.00043019146,0.041399404],"study_design_scores_gemma":[0.000019387624,0.0012322777,0.0018979047,0.00005692278,0.000048514958,0.00048332202,0.0002601877,0.0023168933,0.9722571,0.00015327024,0.02125004,0.000024139517],"about_ca_topic_score_codex":0.00080485217,"about_ca_topic_score_gemma":0.0018638656,"teacher_disagreement_score":0.003355711,"about_ca_system_score_codex":0.00041749125,"about_ca_system_score_gemma":0.0005972653,"threshold_uncertainty_score":0.011225998},"labels":[],"label_agreement":null},{"id":"W7161870645","doi":"10.82308/34020","title":"Fluvial erosion of St-Lawrence and Ottawa River valleys clays: erosion mechanics, critical shear stress and geotechnical properties","year":2022,"lang":"en","type":"dissertation","venue":"","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":"Erosion; Fluvial; Oil sands; Geotechnical investigation","score_opus":0.015314932762949776,"score_gpt":0.22557021540302175,"score_spread":0.21025528264007198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161870645","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99961436,0.000026663278,0.00002974271,0.000004880461,3.845716e-7,0.0000021759745,0.000045691493,0.0000011280724,0.00027505166],"genre_scores_gemma":[0.9990165,0.000030524057,0.00006679503,0.0000046371965,3.98927e-7,0.0000025690097,0.000105589024,8.7975155e-7,0.0007722035],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990296,0.000009271109,0.000005652444,0.000022979411,0.000027279726,0.000031818614],"domain_scores_gemma":[0.9997454,0.000044288307,0.00004530516,0.000013132852,0.0000901042,0.00006179467],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016933873,0.00014619913,0.00015051028,0.0005066058,0.00051933434,0.00065715995,0.00021262222,0.00019386125,0.0009511785],"category_scores_gemma":[0.00041478977,0.00016369867,0.0001558429,0.000516907,0.00061402237,0.0002617567,0.000200491,0.00014548654,0.00012527777],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021855804,0.000061534585,0.97929215,0.000035628906,0.000042983058,0.00015774755,0.0015067774,0.0011473168,0.009640934,0.00024881065,0.00014119675,0.0075063226],"study_design_scores_gemma":[0.0000022811191,0.00004560246,0.9977847,0.0000047412204,0.000006576572,0.00002942868,0.00056344835,0.00064338365,0.00059185957,0.000023357547,0.00029929297,0.000005502661],"about_ca_topic_score_codex":0.46749964,"about_ca_topic_score_gemma":0.71808934,"teacher_disagreement_score":0.5325004,"about_ca_system_score_codex":0.0017083861,"about_ca_system_score_gemma":0.0011946282,"threshold_uncertainty_score":0.92955697},"labels":[],"label_agreement":null},{"id":"W7161951550","doi":"10.82308/42588","title":"Experimental and in-situ investigation into pipeline wear in mine backfill distribution systems","year":2017,"lang":"en","type":"dissertation","venue":"","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":"Pipeline transport; Pipeline (software); Underground mining (soft rock); Slurry; Abrasive; Extraction (chemistry)","score_opus":0.012475809522903778,"score_gpt":0.2281151552358178,"score_spread":0.21563934571291402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161951550","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99831414,0.000031241914,0.0010868437,0.000008702746,0.0000029349212,0.00002287794,0.00012917812,0.000021666472,0.0003823299],"genre_scores_gemma":[0.9983156,0.000047682977,0.0010109008,0.0000045905645,0.0000014794228,0.000013850637,0.00008641578,0.0000041346752,0.0005155063],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995951,0.000034191944,0.000026245893,0.000068079265,0.00019310668,0.00008326018],"domain_scores_gemma":[0.9991652,0.00020857577,0.00010459182,0.00010147205,0.00037613435,0.000044032848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044119993,0.000336039,0.0004496895,0.00032766926,0.0006469754,0.00029859174,0.00072171475,0.0004143979,0.00080991944],"category_scores_gemma":[0.0007375203,0.00020529737,0.00028093858,0.00038509705,0.00045449246,0.0003320628,0.00026508694,0.00034202661,0.00014527972],"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":[0.0007753801,0.0010271531,0.04554694,0.0005609114,0.000044295906,0.0005499973,0.0019412133,0.015751902,0.9125045,0.00015382549,0.0004638514,0.020680146],"study_design_scores_gemma":[0.00006826963,0.0040119663,0.14025623,0.000033227097,0.000074661926,0.00033998597,0.0029943313,0.037466098,0.8120833,0.00015332992,0.0024672756,0.00005132213],"about_ca_topic_score_codex":0.026771873,"about_ca_topic_score_gemma":0.06029344,"teacher_disagreement_score":0.026771873,"about_ca_system_score_codex":0.00088103727,"about_ca_system_score_gemma":0.0005895321,"threshold_uncertainty_score":0.053232074},"labels":[],"label_agreement":null},{"id":"W7161983897","doi":"10.82308/48760","title":"Determination of cemented rockfill strength with large scale UCS tests under in-situ conditions","year":2014,"lang":"en","type":"dissertation","venue":"","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":"Stoping; Aggregate (composite); Scale (ratio); Current (fluid); Quality (philosophy); Cement; Mixing (physics)","score_opus":0.007231258348764757,"score_gpt":0.22274191309861938,"score_spread":0.21551065474985462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161983897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.975513,0.0020049224,0.013568036,0.00009604969,0.00007222447,0.00038699168,0.0013077267,0.00019164859,0.006859477],"genre_scores_gemma":[0.9584896,0.002209906,0.03221725,0.000107203414,0.00002701989,0.00042077477,0.0008346029,0.000065732616,0.005627875],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987966,0.00014757425,0.00012601765,0.00017488045,0.0006676768,0.00008721407],"domain_scores_gemma":[0.9975189,0.00048141283,0.0004366171,0.00021805978,0.0012680347,0.00007687686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019440202,0.0006877938,0.0004601975,0.0011042999,0.0005924117,0.0004288132,0.00066755427,0.0005909596,0.0022581706],"category_scores_gemma":[0.0014360907,0.00037957903,0.00077145896,0.0013280528,0.00055076124,0.00055154867,0.00043112776,0.0006135514,0.00064392],"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":[0.00026196116,0.0002073347,0.007779198,0.000964189,0.00006394028,0.00028130045,0.0006267032,0.00097218226,0.97247314,0.00020915363,0.0003421238,0.015818672],"study_design_scores_gemma":[0.000016542397,0.002840584,0.040650614,0.00014726822,0.0001770557,0.00031437507,0.001497056,0.0013473163,0.9447918,0.00017164068,0.007998177,0.000047598893],"about_ca_topic_score_codex":0.0019191214,"about_ca_topic_score_gemma":0.010325434,"teacher_disagreement_score":0.0022581706,"about_ca_system_score_codex":0.00042605086,"about_ca_system_score_gemma":0.000537596,"threshold_uncertainty_score":0.010281086},"labels":[],"label_agreement":null},{"id":"W7162016936","doi":"10.82308/9135","title":"An investigation into the mechanical properties of Gelfill","year":2012,"lang":"en","type":"dissertation","venue":"","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":"Materials testing; Nonlinear elasticity; Compression test","score_opus":0.019104233986395523,"score_gpt":0.209354741068645,"score_spread":0.19025050708224947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162016936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9913085,0.0021517877,0.0026708667,0.00010205972,0.000030154182,0.00003181477,0.00033998434,0.000061582854,0.0033032582],"genre_scores_gemma":[0.9911582,0.0010356854,0.0020685333,0.00006815449,0.000010491537,0.000046539866,0.00036392317,0.000033584573,0.0052148583],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996493,0.000033022414,0.000018654728,0.000035656027,0.0002140329,0.000049340088],"domain_scores_gemma":[0.99951947,0.00018553232,0.00009608964,0.000031435735,0.00013369956,0.000033856068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007618858,0.00035109604,0.00021952954,0.00053026056,0.0002747623,0.0003450982,0.00022538303,0.0004415094,0.0034206877],"category_scores_gemma":[0.00073595566,0.00017245149,0.00034683757,0.0004378976,0.00030242334,0.00049247144,0.00019609829,0.0003234951,0.0005062029],"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":[0.00021136142,0.00003550187,0.0025729383,0.00026322997,0.000015272688,0.0001851514,0.00019551204,0.0008058364,0.9827806,0.00022073454,0.00021114406,0.012502739],"study_design_scores_gemma":[0.00001012953,0.0018611993,0.036930475,0.0000678879,0.000039326715,0.00045032115,0.00068892597,0.0025425474,0.9441118,0.000150611,0.013113681,0.000033129963],"about_ca_topic_score_codex":0.0005328816,"about_ca_topic_score_gemma":0.0014103034,"teacher_disagreement_score":0.0034206877,"about_ca_system_score_codex":0.00025605745,"about_ca_system_score_gemma":0.0003369605,"threshold_uncertainty_score":0.011443317},"labels":[],"label_agreement":null},{"id":"W8936883","doi":"10.1097/00001786-199610000-00014","title":"Geotechnique, Physico-chemical Behaviour and a New Erosion Model for Mine Tailings under Environmental Loading","year":2011,"lang":"en","type":"article","venue":"Journal of Nursing Care Quality","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Erosion; Tailings dam; Environmental science; Geology; Mining engineering; Geotechnical engineering; Metallurgy; Materials science; Geomorphology","score_opus":0.08252842526055931,"score_gpt":0.2956483523106756,"score_spread":0.2131199270501163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W8936883","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25617865,0.0006871446,0.72990537,0.00034200412,0.00007309334,0.0001290401,0.00044444794,0.0006607581,0.0115794875],"genre_scores_gemma":[0.96240777,0.0005257848,0.023941478,0.000039683528,0.000020793545,0.00013580124,0.00021743485,0.00006436858,0.012646798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999175,0.000017244814,0.0000059607737,0.000018182289,0.000026821655,0.000014273838],"domain_scores_gemma":[0.9998385,0.000062385836,0.00003611228,0.000012853423,0.000040034683,0.000010092915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024845882,0.0004412376,0.00025678967,0.0003699825,0.0001779571,0.0006781643,0.0004956262,0.0010330491,0.0013774139],"category_scores_gemma":[0.00049717794,0.00019012268,0.00048492628,0.00028764774,0.00032798556,0.00047348568,0.00032618784,0.00056638237,0.00044107717],"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":[0.000030687355,0.000050278304,0.001726649,0.000042061773,0.0000111546815,0.00011441647,0.000029262985,0.97806644,0.0099682305,0.0032250157,0.00030715097,0.0064286147],"study_design_scores_gemma":[0.0000015862424,0.0000098841465,0.00028557432,0.0000012489519,0.0000010291886,0.000016303524,0.0000035696858,0.9988379,0.00032199826,0.0002968382,0.00022191905,0.0000021758212],"about_ca_topic_score_codex":0.0074524633,"about_ca_topic_score_gemma":0.003937331,"teacher_disagreement_score":0.0074524633,"about_ca_system_score_codex":0.00045052872,"about_ca_system_score_gemma":0.00043327283,"threshold_uncertainty_score":0.014818132},"labels":[],"label_agreement":null},{"id":"W95462211","doi":"10.1007/978-3-319-48176-0_129","title":"Thickened Tailing Disposal in any Topography","year":2016,"lang":"en","type":"book-chapter","venue":"","topic":"Tailings Management and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Dispose pattern; Tailings; Waste management; Mining engineering; Surface runoff; Waste disposal; Environmental science; Environmental engineering; Engineering; Chemistry","score_opus":0.010056372120278888,"score_gpt":0.17634965084464127,"score_spread":0.1662932787243624,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W95462211","genre_codex":"other","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010008804,0.008955426,0.020998118,0.0017813838,0.0010861495,0.000043678563,0.0001092298,0.00017748999,0.9568397],"genre_scores_gemma":[0.052159492,0.0059119565,0.0075569013,0.00038321826,0.00016724523,0.00001856856,0.00011173025,0.0001397205,0.9335512],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998354,0.00001520171,0.000009067916,0.000024991756,0.00009022134,0.000025178042],"domain_scores_gemma":[0.9999306,0.000012665143,0.0000055312767,0.000019676318,0.000022521306,0.000008987811],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018338948,0.0004759927,0.00025908192,0.0005808668,0.0010529658,0.0024916516,0.000742122,0.0011841322,0.026375955],"category_scores_gemma":[0.00042839444,0.0002454172,0.00027796524,0.00080784416,0.0012445967,0.002301576,0.0017251718,0.0014502088,0.0047719446],"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":[0.000033077908,0.00007307026,0.0006166744,0.00032331076,0.000007831623,0.00065941527,0.0013514797,0.00587266,0.003403947,0.45170686,0.07270918,0.46324244],"study_design_scores_gemma":[0.0000019035667,0.000021340877,0.00091995945,0.00036665524,0.00000578013,0.00033305856,0.00090587034,0.0014020029,0.0017799801,0.08236259,0.9118855,0.0000153535],"about_ca_topic_score_codex":0.004860724,"about_ca_topic_score_gemma":0.0164136,"teacher_disagreement_score":0.026375955,"about_ca_system_score_codex":0.00125826,"about_ca_system_score_gemma":0.0011920666,"threshold_uncertainty_score":0.08823633},"labels":[],"label_agreement":null}]}