{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":116,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":116,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"83760c972a01","filters":{"venue":"Paste/Paste"}},"results":[{"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Murray Grabinsky","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02980536656143071,"gpt":0.233792093613914,"spread":0.2039867270524832,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004398394,0.0004070709,0.0004073599,0.000599337,0.0002438654,0.0004453634,0.000520588,0.0007108864,0.001657234],"category_scores_gemma":[0.0008581656,0.0002485839,0.000146924,0.0003301855,0.0001874845,0.0005425013,0.0003378341,0.0003429601,0.0004299478],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002132876,"about_ca_system_score_gemma":0.0002618211,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005717003,"about_ca_topic_score_gemma":0.002426643,"domain_scores_codex":[0.9996992,0.00005581111,0.00001732409,0.00007497539,0.0001274556,0.00002530949],"domain_scores_gemma":[0.9993936,0.000198483,0.0001145104,0.00009481559,0.0001652114,0.00003335681],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002450335,0.00007682065,0.01158578,0.0001577009,0.00001394355,0.00007602101,0.0002038421,0.004929196,0.9315997,0.0001580867,0.0002186035,0.05073536],"study_design_scores_gemma":[0.00005212246,0.001054353,0.04015646,0.00004055873,0.0000642709,0.0003212086,0.000429503,0.08896181,0.8643055,0.000636841,0.003935711,0.00004156326],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6701407,0.0003389912,0.3231576,0.00009649988,0.0000398933,0.0001586587,0.0007948044,0.002281707,0.002991092],"genre_scores_gemma":[0.9017146,0.000136266,0.09707843,0.00002095127,0.000009743885,0.0000740953,0.0001897301,0.00004864213,0.0007275575],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001657234,"threshold_uncertainty_score":0.005544066,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Tikou Belem","is_ca":true},{"name":"Omar El Aatar","is_ca":true},{"name":"Bruno Bussière","is_ca":true},{"name":"Mostafa Benzaazoua","is_ca":true},{"name":"Mamadou Fall","is_ca":true},{"name":"Erol Yilmaz","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005305910848063555,"gpt":0.1610372176875553,"spread":0.1557313068394917,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000405259,0.0004054715,0.0005366972,0.001219721,0.0002558444,0.0006143135,0.0004029697,0.0005069582,0.00187339],"category_scores_gemma":[0.0005910278,0.0002142284,0.0003099242,0.0007243807,0.0004473357,0.0004530626,0.0003411958,0.0004501982,0.0006150285],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002394279,"about_ca_system_score_gemma":0.0002179992,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005676692,"about_ca_topic_score_gemma":0.001189529,"domain_scores_codex":[0.9994317,0.00003266381,0.00003149479,0.0000805253,0.0003654566,0.00005820727],"domain_scores_gemma":[0.9997407,0.00004899698,0.00006419174,0.00002695987,0.00008333141,0.00003588876],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009480722,0.0000213837,0.00127336,0.00009301436,0.000007093663,0.0001847874,0.0001108392,0.0002480631,0.9936026,0.00005417445,0.00003714531,0.004272752],"study_design_scores_gemma":[0.00001029264,0.0005602161,0.02487877,0.00002515557,0.00002847093,0.0007005181,0.0001901779,0.001297637,0.9686937,0.0000740729,0.003523452,0.00001741856],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9929476,0.0007579032,0.00395519,0.00001231848,0.000009776487,0.00005166146,0.0005234744,0.0001346502,0.001607335],"genre_scores_gemma":[0.9924155,0.0005389911,0.003654327,0.00003792386,0.000007262913,0.00006532558,0.0007942102,0.00009781005,0.002388704],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00187339,"threshold_uncertainty_score":0.00626713,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"B. D. Thompson","is_ca":false},{"name":"Murray Grabinsky","is_ca":false},{"name":"Ryan Veenstra","is_ca":false},{"name":"W.F. Bawden","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04907595218413835,"gpt":0.2581761748953372,"spread":0.2091002227111989,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00464105,0.001019504,0.001770241,0.008451823,0.0009586977,0.002327222,0.002055423,0.001715588,0.001208721],"category_scores_gemma":[0.004771369,0.001043248,0.0009090261,0.01019511,0.002239031,0.002283097,0.001435849,0.001202755,0.000675212],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00173414,"about_ca_system_score_gemma":0.002237273,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01061159,"about_ca_topic_score_gemma":0.02834945,"domain_scores_codex":[0.9962776,0.0007453761,0.0006512307,0.0009074566,0.00122889,0.0001894009],"domain_scores_gemma":[0.9899535,0.00494684,0.001588818,0.0002930948,0.003005206,0.000212625],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0003878023,0.0005524536,0.03418323,0.03608976,0.0003513755,0.002600487,0.01393481,0.003449975,0.05482036,0.001550681,0.002545922,0.8495333],"study_design_scores_gemma":[0.00002828443,0.004018932,0.2971216,0.02153683,0.001086286,0.01131299,0.03373829,0.001517533,0.1458839,0.002217873,0.481051,0.0004866536],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.2016466,0.7632606,0.02087584,0.0008038188,0.0002762777,0.0003361446,0.0007842479,0.0001138155,0.01190277],"genre_scores_gemma":[0.2791298,0.693786,0.01915939,0.0004998472,0.0003613193,0.000199834,0.0009045136,0.0001254739,0.00583378],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.01061159,"threshold_uncertainty_score":0.02454454,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"Curing (chemistry); Geotechnical engineering; Materials science; Geology; Composite material","authors":[{"name":"Tikou Belem","is_ca":true},{"name":"Martin Fahey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006850199571543775,"gpt":0.1922517983429641,"spread":0.1854015987714203,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003286939,0.001568051,0.001331761,0.00387066,0.0004244577,0.0007637732,0.002451023,0.001778168,0.00213912],"category_scores_gemma":[0.007040079,0.0002767541,0.001479853,0.0006234216,0.0009730611,0.001386853,0.001067545,0.0008270383,0.00104231],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008579816,"about_ca_system_score_gemma":0.000720815,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001320164,"about_ca_topic_score_gemma":0.001241621,"domain_scores_codex":[0.9952503,0.0005797818,0.0004450641,0.0004829509,0.002938118,0.0003038002],"domain_scores_gemma":[0.9902937,0.002957553,0.001432274,0.0006963882,0.004307838,0.0003121238],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0008268633,0.0002754246,0.0130672,0.001123843,0.0001330609,0.001212217,0.0004064274,0.3349643,0.5297122,0.01269785,0.001619529,0.1039612],"study_design_scores_gemma":[0.0000312188,0.001215175,0.01262082,0.00007831067,0.00008747492,0.001031166,0.00009009738,0.8108848,0.1622392,0.005061426,0.006424234,0.0002360156],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1145517,0.0008086298,0.8807182,0.00005286826,0.00007077537,0.0002006357,0.0002733667,0.001074835,0.002249],"genre_scores_gemma":[0.8951019,0.0003511028,0.0979974,0.00004665718,0.00007081946,0.0002506571,0.0008694529,0.0002825852,0.005029452],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00387066,"threshold_uncertainty_score":0.01738322,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Allen Li","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0245123465749484,"gpt":0.1748414833124552,"spread":0.1503291367375068,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000193553,0.000523884,0.0002503251,0.000408937,0.0002102212,0.0004772908,0.0003531301,0.0007032043,0.000727575],"category_scores_gemma":[0.0005365673,0.0002588436,0.000393917,0.0002252636,0.0002120624,0.0004610135,0.0002226145,0.0002723901,0.0002323392],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004514328,"about_ca_system_score_gemma":0.0004829989,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005991435,"about_ca_topic_score_gemma":0.004810583,"domain_scores_codex":[0.99992,0.00001168868,0.000005254802,0.00002034624,0.0000275623,0.00001518312],"domain_scores_gemma":[0.9997804,0.0000972682,0.00003893313,0.00002227998,0.00004369299,0.00001740502],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006793728,0.00005648179,0.01427428,0.00003112065,0.000008594692,0.0002075622,0.00005027069,0.9422934,0.02416979,0.0004309634,0.0001395435,0.01827003],"study_design_scores_gemma":[0.000003106335,0.00004971511,0.002777625,0.000003646312,0.00000339106,0.00001809017,0.00002005439,0.9906088,0.006230103,0.000133938,0.0001458523,0.000005625699],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9253641,0.00006608997,0.07117558,0.00004801714,0.000006977366,0.00005456545,0.0002518643,0.0004432539,0.002589622],"genre_scores_gemma":[0.9910184,0.00006087678,0.007690762,0.000003509325,0.000001219231,0.00001516564,0.0001211049,0.00001342177,0.001075575],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005991435,"threshold_uncertainty_score":0.01191312,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Paul Simms","is_ca":true},{"name":"Paul Williams","is_ca":true},{"name":"Timothy Fitton","is_ca":true},{"name":"Gordon McPhail","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04216096270915152,"gpt":0.2612846199904263,"spread":0.2191236572812748,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000754245,0.001058168,0.001577218,0.003503475,0.0002548326,0.001026331,0.001049895,0.000931963,0.002861923],"category_scores_gemma":[0.001171431,0.0005808995,0.0007954797,0.003278461,0.0004445024,0.0016055,0.0004139949,0.0006664075,0.001562976],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004134751,"about_ca_system_score_gemma":0.0008787853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002168892,"about_ca_topic_score_gemma":0.003160928,"domain_scores_codex":[0.9996408,0.00003946887,0.00006311789,0.00009724266,0.0001425053,0.00001677353],"domain_scores_gemma":[0.9990957,0.0004058087,0.0001872516,0.00002169028,0.0002665729,0.00002311708],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00005970463,0.00007748513,0.000836934,0.03504043,0.0001182152,0.0001513276,0.00009369176,0.001375063,0.004955179,0.002037429,0.005792523,0.949462],"study_design_scores_gemma":[0.00001352388,0.0004793587,0.006597072,0.009388083,0.000615829,0.002417781,0.0003744611,0.001040559,0.01116627,0.00212151,0.9656685,0.0001168991],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.000946305,0.9966267,0.0007760233,0.00009219733,0.00009233186,0.000008061346,0.00006030273,0.00001049047,0.001387594],"genre_scores_gemma":[0.00379376,0.9938856,0.001082864,0.00005103662,0.00006934258,0.00001077424,0.00008370239,0.000004673552,0.001018259],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.003503475,"threshold_uncertainty_score":0,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Jeffrey Oke","is_ca":true},{"name":"Katie Hawley","is_ca":false},{"name":"Tikou Belem","is_ca":false},{"name":"Ali Saadatmand Hashemi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0177304694794532,"gpt":0.2172270290373433,"spread":0.1994965595578901,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005140932,0.0005772614,0.0002552154,0.0008832908,0.001231414,0.001215856,0.0009391253,0.001440166,0.004585837],"category_scores_gemma":[0.0006739426,0.0002528421,0.0003913795,0.001022824,0.0008179698,0.0009399545,0.0009602079,0.0006491403,0.0006492974],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001759898,"about_ca_system_score_gemma":0.00152883,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02555604,"about_ca_topic_score_gemma":0.05832751,"domain_scores_codex":[0.9994999,0.00007492392,0.00002917545,0.00006062434,0.0001940891,0.0001412427],"domain_scores_gemma":[0.999485,0.0001607967,0.0001014208,0.00003994968,0.00009617188,0.0001166123],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"case_report","study_design_gemma":"case_report","study_design_scores_codex":[0.005221485,0.007598072,0.2095778,0.002221437,0.0002761363,0.2980747,0.01343497,0.1419084,0.05456837,0.01706662,0.02741567,0.2226363],"study_design_scores_gemma":[0.001087761,0.01415565,0.3101061,0.0007199487,0.0004446038,0.07314268,0.0935315,0.2047971,0.06529046,0.00981804,0.2263163,0.0005899544],"study_design_candidate":"case_report","study_design_consensus":"case_report","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9871532,0.0002399337,0.001930973,0.0003649585,0.000009509028,0.0001906627,0.0005124712,0.0000929769,0.009505171],"genre_scores_gemma":[0.9838058,0.0003521961,0.003945201,0.0001027924,0.00001622617,0.00007733461,0.0004198347,0.00004196805,0.01123873],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02555604,"threshold_uncertainty_score":0.05081457,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2905988059","doi":"10.36487/acg_repo/863_21","title":"Paste and Thickened Tailings and the Impact on the Development of New Rheological Techniques","year":2008,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Tailings; Rheology; Newtonian fluid; Materials science; Non-Newtonian fluid; Process engineering; Mechanical engineering; Geotechnical engineering; Metallurgy; Mechanics; Geology; Engineering; Composite material; Physics","authors":[{"name":"David V. Boger","is_ca":true},{"name":"Peter J. Scales","is_ca":true},{"name":"Fiona Sofrà","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02139765764714718,"gpt":0.226493057807161,"spread":0.2050954001600138,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004651318,0.0004275838,0.0005717357,0.00205802,0.0002487319,0.001807614,0.0009093141,0.001294816,0.001798182],"category_scores_gemma":[0.004905396,0.0005287303,0.0004067384,0.001268572,0.001653713,0.004022826,0.000728995,0.002267343,0.0005325041],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000740513,"about_ca_system_score_gemma":0.0003700054,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000471885,"about_ca_topic_score_gemma":0.001086291,"domain_scores_codex":[0.9978275,0.0004787068,0.0001702302,0.0003047655,0.001173065,0.00004573425],"domain_scores_gemma":[0.9941195,0.003672133,0.0005750331,0.0003306644,0.001158624,0.0001440271],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002979685,0.0004163475,0.002487394,0.003056095,0.00004096326,0.0003992376,0.0005773047,0.005820457,0.3430459,0.03615928,0.001948272,0.6057507],"study_design_scores_gemma":[0.0001238454,0.004287614,0.01438229,0.001327164,0.000142506,0.002640328,0.001126853,0.0364838,0.6175141,0.03635769,0.2852704,0.0003434236],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"review","genre_gemma":"empirical","genre_scores_codex":[0.2216972,0.3918555,0.339115,0.01102777,0.001500269,0.0003327162,0.0002051751,0.0005843707,0.03368212],"genre_scores_gemma":[0.3716324,0.2368407,0.3726029,0.001517317,0.00111141,0.0001290526,0.0001813348,0.0003080283,0.01567687],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004651318,"threshold_uncertainty_score":0.02459884,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Aminhossein Safarizadeh","is_ca":false},{"name":"Hazel Lim","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01762211255558438,"gpt":0.2113317515347445,"spread":0.1937096389791601,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002415412,0.0004386209,0.0003335807,0.0005833716,0.0002335417,0.0005606184,0.0003810012,0.0003200404,0.001449175],"category_scores_gemma":[0.0003072157,0.0001985434,0.0003463843,0.0004134347,0.0002676765,0.0003750683,0.0003226724,0.0003730477,0.0002965135],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003374884,"about_ca_system_score_gemma":0.0002728441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001251825,"about_ca_topic_score_gemma":0.004922153,"domain_scores_codex":[0.9997212,0.00003236402,0.00001842278,0.00004026915,0.0001341369,0.00005343599],"domain_scores_gemma":[0.9998001,0.0000327536,0.00005695716,0.0000206654,0.0000602939,0.00002917141],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0002196045,0.00004261025,0.0006769845,0.0001146731,0.000008533087,0.0000852794,0.00003423957,0.0004035822,0.9938771,0.00005717062,0.00002957528,0.004450496],"study_design_scores_gemma":[0.000007582271,0.0004772238,0.003813668,0.00001114838,0.00001770575,0.00009252835,0.00006809249,0.0004085783,0.993789,0.00001902084,0.001289666,0.000005881984],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970298,0.0005379887,0.001064152,0.00002365853,0.000007607644,0.000017382,0.0001111894,0.00003789339,0.001170197],"genre_scores_gemma":[0.9970363,0.0002277757,0.001559493,0.00001903487,0.000002057509,0.000009295734,0.00007572533,0.00002139066,0.001048898],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001449175,"threshold_uncertainty_score":0.004847944,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Roy Lopes","is_ca":true},{"name":"Ricardo G. Bahia","is_ca":false},{"name":"M. G. Jefferies","is_ca":true},{"name":"Mafalda Oliveira","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02900496037054681,"gpt":0.2113208419206384,"spread":0.1823158815500915,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010171,0.0002478186,0.0003224639,0.0003629954,0.001183882,0.0009901875,0.0008767971,0.0005821569,0.001665815],"category_scores_gemma":[0.001219556,0.000211372,0.0002305206,0.0002625856,0.0005580814,0.0005467411,0.00102702,0.0005891431,0.0002593191],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001275126,"about_ca_system_score_gemma":0.0009076911,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.05183296,"about_ca_topic_score_gemma":0.1789864,"domain_scores_codex":[0.9992762,0.0001008299,0.00002962493,0.0001244523,0.0003781499,0.00009075304],"domain_scores_gemma":[0.9995468,0.00008209119,0.00004130907,0.0000777621,0.0001733365,0.0000785414],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001408064,0.002566552,0.1180544,0.0008914413,0.0001388698,0.01794061,0.0209472,0.005508831,0.4568907,0.001767336,0.005706898,0.368179],"study_design_scores_gemma":[0.0002563235,0.01118778,0.4580506,0.0004537486,0.0001375613,0.01774941,0.03152673,0.007419707,0.2422314,0.0009756467,0.2298156,0.00019549],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9875131,0.0007646531,0.0008105857,0.0001242953,0.0000340601,0.00004806108,0.00005167144,0.00002543385,0.01062809],"genre_scores_gemma":[0.98118,0.0007048044,0.004001124,0.00008907897,0.00001396938,0.00001175447,0.000159103,0.00004776095,0.01379245],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05183296,"threshold_uncertainty_score":0.1030626,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2945387100","doi":"10.36487/acg_rep/1910_18_shang","title":"Electrokinetic dewatering of mine tailings from hydrometallurgical processes","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Tailings; Dewatering; Electrokinetic phenomena; Hydrometallurgy; Mining engineering; Environmental science; Metallurgy; Materials science; Geology; Geotechnical engineering; Nanotechnology; Copper","authors":[{"name":"Julie Q. Shang","is_ca":true},{"name":"Yanqing Xu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003211149761711538,"gpt":0.1750075234642032,"spread":0.1717963737024917,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001340826,0.0002116673,0.0002427827,0.0002577556,0.0001723045,0.0003431514,0.0002025436,0.0002338032,0.001019032],"category_scores_gemma":[0.0001804293,0.0001220188,0.0002486712,0.000190766,0.0001938814,0.0005525139,0.0004518024,0.0004435365,0.000343223],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002321149,"about_ca_system_score_gemma":0.0002093187,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005281835,"about_ca_topic_score_gemma":0.001360121,"domain_scores_codex":[0.9999048,0.000007239831,0.000007097931,0.00001707304,0.00004461792,0.00001922009],"domain_scores_gemma":[0.9999342,0.00001159886,0.00001662429,0.000008966175,0.00001980852,0.00000885821],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00004449924,0.00001601759,0.0002857905,0.0001100582,0.000004355654,0.000077791,0.0000372255,0.0003530594,0.9908093,0.0001206792,0.00005441886,0.008086668],"study_design_scores_gemma":[0.00000907819,0.0001143789,0.002077488,0.00001254355,0.000008151929,0.0001156333,0.0000567262,0.001646619,0.9924912,0.0001045564,0.003359025,0.000004577486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9774659,0.001213938,0.01792113,0.0001018326,0.00003431927,0.00007778994,0.0001144531,0.0001178635,0.002952789],"genre_scores_gemma":[0.986479,0.001223519,0.006921913,0.00007491835,0.00001419704,0.00003235723,0.0001682476,0.00003386839,0.005051829],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001019032,"threshold_uncertainty_score":0.003408968,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2802402940","doi":"10.36487/acg_rep/1805_33_simms","title":"Analysis of dewatering and desaturation of generic field deposition scenarios for thickened tailings","year":2018,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada's Oil Sands Innovation Alliance","keywords":"Tailings; Dewatering; Consolidation (business); Deposition (geology); Hydraulic conductivity; Geotechnical engineering; Oil sands; Permeability (electromagnetism); Lift (data mining); Geology; Petroleum engineering; Environmental science; Mining engineering; Soil science; Materials science; Metallurgy; Composite material; Asphalt; Soil water; Computer science","authors":[{"name":"Shunchao Qi","is_ca":true},{"name":"Paul Simms","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009984515287552703,"gpt":0.2129321250173524,"spread":0.2029476097297997,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004049808,0.0004268228,0.0003723609,0.0005330147,0.0002910222,0.0004834616,0.0005476492,0.0007146526,0.001142716],"category_scores_gemma":[0.001042371,0.0002298233,0.0004199931,0.0003398646,0.0003388195,0.0005918753,0.0002735656,0.0004370523,0.00009020114],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001006966,"about_ca_system_score_gemma":0.0004065196,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01850831,"about_ca_topic_score_gemma":0.01614995,"domain_scores_codex":[0.9998853,0.00001660635,0.00001009869,0.00003508732,0.00002290576,0.00002993977],"domain_scores_gemma":[0.999383,0.0003779605,0.00008008195,0.00004551558,0.00007976282,0.00003368329],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001352315,0.00006775456,0.01033053,0.00005986372,0.00002054106,0.0001536051,0.00004460393,0.9685848,0.01637746,0.0003649552,0.0001030611,0.003757586],"study_design_scores_gemma":[0.00002145451,0.0001165747,0.006240483,0.000006071314,0.00001068166,0.00002113742,0.00006315098,0.9824188,0.01073006,0.0001988208,0.000162479,0.00001017324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996002,0.00002161186,0.002515875,0.00001605768,0.000001800665,0.00001996831,0.0002863932,0.00005600469,0.001080358],"genre_scores_gemma":[0.9983404,0.00002241637,0.001091921,0.000003216605,4.378165e-7,0.00001107242,0.0001635509,0.000009897895,0.0003570069],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01850831,"threshold_uncertainty_score":0.03680116,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2945529581","doi":"10.36487/acg_rep/1910_19_torres_lopez","title":"The effect of preconditioning of tailings prior to inline flocculation and deposition","year":2019,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"BASF (Canada)","funders":"BASF Corporation","keywords":"Tailings; Flocculation; Deposition (geology); Environmental science; Waste management; Materials science; Environmental engineering; Metallurgy; Geology; Engineering","authors":[{"name":"Coralys Torres Lopez","is_ca":true},{"name":"Mitchell Catling","is_ca":true},{"name":"John Bellwood","is_ca":false},{"name":"Lois Boxill","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003469799315059287,"gpt":0.2224903158326026,"spread":0.2190205165175433,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002094385,0.0004576268,0.0003317097,0.000130463,0.0001721183,0.0003447602,0.0002312889,0.0002973523,0.001367229],"category_scores_gemma":[0.000672275,0.0001346253,0.0002257818,0.0001194415,0.0001839138,0.0002591471,0.0001878646,0.0005089649,0.0001807938],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001527415,"about_ca_system_score_gemma":0.0003231887,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001319605,"about_ca_topic_score_gemma":0.002123822,"domain_scores_codex":[0.9998233,0.00002793939,0.00002741656,0.00004537018,0.00003600983,0.00003999058],"domain_scores_gemma":[0.9995378,0.0001372055,0.0001405058,0.00004276786,0.00007531175,0.0000663941],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003770006,0.0002200194,0.000397927,0.00008002935,0.0000129834,0.00003786142,0.00004191449,0.0001998807,0.9960994,0.00001586242,0.00002027492,0.00249688],"study_design_scores_gemma":[0.00001241912,0.00229227,0.004432685,0.000007071109,0.00002767134,0.00003198994,0.00002789422,0.0002639432,0.9925162,0.000006694019,0.0003769349,0.000004246764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990307,0.0001635618,0.0003536747,0.00001080123,0.00001294447,0.00002533544,0.00004487259,0.00001353806,0.0003445763],"genre_scores_gemma":[0.9973782,0.0002770772,0.001538944,0.00002222054,0.000008478092,0.00001593081,0.00007983294,0.00001203814,0.000667258],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001367229,"threshold_uncertainty_score":0.004573882,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Jeffrey Oke","is_ca":true},{"name":"Katie Hawley","is_ca":false},{"name":"Tikou Belem","is_ca":false},{"name":"Ali Saadatmand Hashemi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01944481631469575,"gpt":0.220548428331065,"spread":0.2011036120163693,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006033985,0.0004434644,0.0002786657,0.0009012158,0.001458227,0.0007524079,0.000888708,0.001030615,0.001773762],"category_scores_gemma":[0.0007015032,0.0002248503,0.0003217692,0.000996817,0.0009074381,0.0007183498,0.0008715841,0.0005906884,0.000282741],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001203594,"about_ca_system_score_gemma":0.001129255,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01518543,"about_ca_topic_score_gemma":0.04431922,"domain_scores_codex":[0.9993209,0.00009562048,0.00004093256,0.00009001441,0.0003137318,0.0001387033],"domain_scores_gemma":[0.9994568,0.0001590749,0.0001479542,0.00005154711,0.00009926646,0.00008539158],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.002550566,0.004032082,0.3672163,0.001693499,0.000204425,0.2446205,0.05089319,0.02012277,0.1234384,0.005843614,0.007855816,0.1715289],"study_design_scores_gemma":[0.0002208893,0.009463185,0.553805,0.0004945404,0.0003131731,0.07838394,0.1128653,0.03892123,0.119032,0.002548746,0.08354332,0.0004086982],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9967259,0.00006533035,0.000647491,0.00009517002,0.000002868461,0.0000521617,0.00009524456,0.0000273498,0.002288396],"genre_scores_gemma":[0.992303,0.0001712584,0.002684552,0.00006233001,0.000009794676,0.00004102253,0.0001176409,0.00001903178,0.004591365],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01518543,"threshold_uncertainty_score":0.0301941,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Computer science; Geotechnical engineering; Engineering","authors":[{"name":"Guangsheng Liu","is_ca":false},{"name":"Xiaocong Yang","is_ca":true},{"name":"Andrew Pan","is_ca":false},{"name":"Guo Li","is_ca":true},{"name":"Li Li","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02531487625287395,"gpt":0.2407098984441526,"spread":0.2153950221912787,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006634421,0.0009315405,0.000519141,0.001259888,0.0002970432,0.0007613882,0.001819599,0.001165051,0.001859157],"category_scores_gemma":[0.002048245,0.0003192623,0.0007900854,0.00064241,0.0006175934,0.000960314,0.0007414826,0.0007362893,0.0004729899],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000593919,"about_ca_system_score_gemma":0.000732778,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002432656,"about_ca_topic_score_gemma":0.001716283,"domain_scores_codex":[0.9989323,0.0001477487,0.00006050393,0.0001593271,0.0006250275,0.00007500516],"domain_scores_gemma":[0.9993073,0.0002218329,0.0001060147,0.00007855734,0.0002673716,0.0000189925],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002210957,0.0002450803,0.005180598,0.0007057749,0.00003750607,0.001145276,0.0005242556,0.6237962,0.1863487,0.04039101,0.002445807,0.1389587],"study_design_scores_gemma":[0.00001619814,0.0002650608,0.0013955,0.00004434154,0.00002215436,0.000399975,0.00009904704,0.9534696,0.03206497,0.005831772,0.006352887,0.00003851108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1851217,0.001537053,0.7862472,0.0004576515,0.0001311838,0.000346635,0.000348487,0.0008152408,0.02499482],"genre_scores_gemma":[0.9127688,0.0008811833,0.07876834,0.00008099501,0.00003927061,0.0002765425,0.0001589327,0.00007782643,0.006948197],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002432656,"threshold_uncertainty_score":0.006219506,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Rob Brown","is_ca":true},{"name":"Noel Smith","is_ca":true},{"name":"Paul Carmichael","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01226699359461246,"gpt":0.1854887713618536,"spread":0.1732217777672411,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006178863,0.0004424074,0.0002323388,0.0006144925,0.002367678,0.001103226,0.0004060183,0.0005851006,0.01218352],"category_scores_gemma":[0.0008420371,0.0002234402,0.0001822152,0.0003985693,0.0005322504,0.000549751,0.0008492857,0.0007895104,0.00285702],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002293884,"about_ca_system_score_gemma":0.002585048,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01707029,"about_ca_topic_score_gemma":0.05505698,"domain_scores_codex":[0.999619,0.00002625478,0.00001562184,0.00006495667,0.0002159179,0.00005826805],"domain_scores_gemma":[0.999112,0.00004553063,0.00005777741,0.00006758679,0.0004487262,0.0002684088],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001982909,0.001653462,0.07493467,0.0008153349,0.0001133499,0.01165578,0.01585609,0.00677339,0.2410769,0.008032638,0.06837304,0.5687325],"study_design_scores_gemma":[0.00005923298,0.003374089,0.1256452,0.0001833338,0.00002556762,0.003067889,0.01162299,0.002200789,0.04975038,0.001098487,0.8028972,0.00007490493],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9045689,0.001481957,0.008092406,0.002967281,0.0009575558,0.000568879,0.002283433,0.0005567507,0.07852294],"genre_scores_gemma":[0.7140867,0.001273259,0.009159055,0.0005768954,0.0001727652,0.00009179272,0.002146282,0.000171409,0.2723219],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01707029,"threshold_uncertainty_score":0.04075795,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; University of Toronto; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Materials science; Geotechnical engineering; Geology","authors":[{"name":"Benjamin Thompson","is_ca":true},{"name":"Ryan Veenstra","is_ca":true},{"name":"Paul L. Carmichael","is_ca":true},{"name":"W.F. Bawden","is_ca":true},{"name":"Murray Grabinsky","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06658011192196703,"gpt":0.2725246371032227,"spread":0.2059445251812557,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.05536943,0.001316336,0.001511059,0.005664687,0.002763957,0.01258359,0.00816718,0.004903858,0.004763204],"category_scores_gemma":[0.06174655,0.0009818784,0.001310125,0.004716871,0.006708228,0.006463811,0.006232962,0.004077611,0.005008563],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005790573,"about_ca_system_score_gemma":0.01572846,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01292922,"about_ca_topic_score_gemma":0.02238098,"domain_scores_codex":[0.9379189,0.02188392,0.006074956,0.004295459,0.02740534,0.002421391],"domain_scores_gemma":[0.9441916,0.01962035,0.006183354,0.007782389,0.02043693,0.001785304],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0003605395,0.001092892,0.01352424,0.00937276,0.0001814974,0.002616948,0.01489105,0.01020377,0.01961503,0.0349455,0.04709771,0.8460981],"study_design_scores_gemma":[0.00004923754,0.0007307703,0.009138023,0.01486597,0.0001343288,0.002992486,0.01366318,0.002943867,0.02339915,0.03514101,0.8966503,0.0002917251],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1113733,0.1712525,0.3772638,0.1054559,0.003618864,0.005066296,0.001888279,0.004832292,0.219249],"genre_scores_gemma":[0.3547812,0.1053775,0.4976746,0.01113304,0.0006075111,0.002107225,0.001862683,0.001197222,0.02525896],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.05536943,"threshold_uncertainty_score":0.292825,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Hung Lê","is_ca":true},{"name":"Thomas Pabst","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007292342895996499,"gpt":0.1893160994713876,"spread":0.1820237565753911,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003458834,0.0003429175,0.0002785823,0.0003393833,0.0002182781,0.0002973903,0.0001766304,0.0002178666,0.001060324],"category_scores_gemma":[0.0008562571,0.000151299,0.0002589182,0.0003495819,0.0002645169,0.0003191436,0.0002136204,0.000351755,0.0001274199],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002510968,"about_ca_system_score_gemma":0.0001753238,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001898701,"about_ca_topic_score_gemma":0.005631629,"domain_scores_codex":[0.9996884,0.00003158819,0.00005124298,0.0000599018,0.0001193628,0.00004948891],"domain_scores_gemma":[0.9993099,0.0002601189,0.0001480203,0.00004991031,0.000169,0.00006297784],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003519653,0.00007568578,0.004272457,0.0001189671,0.00002173572,0.0001121146,0.0001314983,0.0005671212,0.9865791,0.00002288449,0.00004849528,0.007697926],"study_design_scores_gemma":[0.000008253248,0.00099253,0.03535009,0.00001137597,0.0000457994,0.00007758279,0.0001711767,0.001108723,0.9614402,0.00002019054,0.0007562066,0.00001773074],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991543,0.0003152717,0.0002417069,0.000005756719,0.000006886665,0.000006758297,0.00006052702,0.00001143929,0.0001973311],"genre_scores_gemma":[0.9988365,0.0001957069,0.0005560933,0.00001543825,0.000003608086,0.00000770549,0.00007330327,0.000008320195,0.0003033764],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001898701,"threshold_uncertainty_score":0.003775299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2811133909","doi":"10.36487/acg_rep/1063_37_houlihan","title":"Oil sands tailings – technology developments and regulations","year":2010,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Tailings; Oil sands; Environmental science; Petroleum industry; Mining engineering; Mineral resource classification; Waste management; Petroleum engineering; Geology; Engineering; Environmental engineering; Asphalt; Archaeology","authors":[{"name":"R. Houlihan","is_ca":false},{"name":"M. A. Mian","is_ca":false},{"name":"E. R. F. Lord","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005091363672343571,"gpt":0.2200734492425194,"spread":0.2149820855701758,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002689896,0.0004947577,0.0002551387,0.002257674,0.00169499,0.00252038,0.00145656,0.002220692,0.004193766],"category_scores_gemma":[0.002113767,0.0005571754,0.0003830704,0.001586144,0.001767076,0.001370242,0.0007374068,0.001897151,0.002767526],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006419237,"about_ca_system_score_gemma":0.009890604,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07168896,"about_ca_topic_score_gemma":0.1335425,"domain_scores_codex":[0.9909479,0.0003339044,0.0004428288,0.0004624353,0.007404034,0.0004088781],"domain_scores_gemma":[0.9964808,0.000317415,0.0003690934,0.0003197179,0.00235146,0.0001616208],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0003075666,0.0007375122,0.007427655,0.001826299,0.00001877491,0.001926693,0.001017427,0.004235865,0.2706472,0.07947181,0.08045417,0.5519291],"study_design_scores_gemma":[0.00001552146,0.0002064259,0.008385815,0.0002784254,0.00001058618,0.000454445,0.0001855624,0.0004247708,0.06694831,0.001681065,0.921361,0.00004815159],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.1606808,0.04494371,0.04144468,0.01800776,0.002732614,0.001980552,0.00431761,0.002779367,0.7231129],"genre_scores_gemma":[0.3397216,0.06109534,0.06700599,0.00741876,0.0007563751,0.0006449131,0.005022612,0.0003689508,0.5179654],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.928311,"threshold_uncertainty_score":0.1425434,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Tailings; Environmental science; Geotechnical engineering; Consolidation (business); Geology; Permeability (electromagnetism); Materials science","authors":[{"name":"G. Ward Wilson","is_ca":false},{"name":"Jozsef Miskolczi","is_ca":false},{"name":"Anne-Marie Dagenais","is_ca":false},{"name":"Quentin Smith","is_ca":false},{"name":"Lisa Lanteigne","is_ca":false},{"name":"Les Hulett","is_ca":false},{"name":"David Landriault","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006414147963436636,"gpt":0.1819509692697757,"spread":0.175536821306339,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002955576,0.0002633724,0.0002003874,0.0006842317,0.0003985262,0.0007744882,0.0004156471,0.0005319306,0.001426111],"category_scores_gemma":[0.0004559668,0.0001473118,0.0002291496,0.0005648553,0.0003664966,0.0004878445,0.0004210072,0.0003848167,0.0004398432],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006485812,"about_ca_system_score_gemma":0.0004271368,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002803077,"about_ca_topic_score_gemma":0.01017288,"domain_scores_codex":[0.9996457,0.00004891138,0.00001791401,0.0000452895,0.0002034838,0.00003863346],"domain_scores_gemma":[0.999791,0.00004025107,0.00004913683,0.00003059589,0.00006041882,0.00002866717],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001504153,0.0002341778,0.003676369,0.0005039196,0.00001778868,0.0003781764,0.0001131675,0.002012707,0.8968009,0.001261595,0.0003331595,0.09451768],"study_design_scores_gemma":[0.00002618888,0.003043657,0.0265518,0.0001090371,0.00004405451,0.001616049,0.0002306311,0.003532797,0.9303112,0.000336851,0.03416897,0.00002880232],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9642713,0.005950525,0.01319851,0.000256095,0.00008147164,0.0002378119,0.0001854821,0.0001449055,0.01567396],"genre_scores_gemma":[0.9762745,0.0018407,0.01815774,0.00007247074,0.00001478913,0.00004088381,0.0001044535,0.00002561881,0.003468805],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002803077,"threshold_uncertainty_score":0.005573571,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Mamadou Fall","is_ca":true},{"name":"J.C. Célestin","is_ca":true},{"name":"Fa Sen Han","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01214823841491266,"gpt":0.2024260964216436,"spread":0.190277858006731,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001024718,0.000345528,0.0001897787,0.0003021983,0.00009775809,0.0002184138,0.0001718687,0.0003392623,0.001760932],"category_scores_gemma":[0.0001705962,0.0001369947,0.0002255698,0.0001790435,0.0001220135,0.0002624284,0.0001593168,0.0003467838,0.0006994088],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000665974,"about_ca_system_score_gemma":0.0001001316,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001065349,"about_ca_topic_score_gemma":0.0002919682,"domain_scores_codex":[0.9999119,0.00001337466,0.000005663152,0.00001826425,0.00003868501,0.00001195626],"domain_scores_gemma":[0.9999082,0.00002600483,0.00002649399,0.000008612116,0.00001705848,0.00001365945],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001673676,0.000005689104,0.00005224139,0.00004024605,0.000001523063,0.00003847981,0.000004729928,0.00004498686,0.9977709,0.00002085094,0.00001047375,0.001993076],"study_design_scores_gemma":[0.00000282666,0.0002319296,0.0009365623,0.000006591992,0.000007859034,0.0002422176,0.000008841678,0.0004176844,0.9965197,0.0000197868,0.001602632,0.000003356793],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9530469,0.002711097,0.0388356,0.00008806553,0.00006899533,0.0001244691,0.0003476669,0.0003699549,0.004407247],"genre_scores_gemma":[0.9651262,0.001194764,0.02783036,0.00006737549,0.00001628878,0.0000714796,0.0004539546,0.00007359579,0.00516596],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001760932,"threshold_uncertainty_score":0.005890906,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2804936591","doi":"10.36487/acg_rep/1805_23_fisseha","title":"Assessment of self-weight consolidation of flocculated fluid fine tailings under various environmental conditions","year":2018,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Consolidation (business); Environmental science; Materials science; Business; Metallurgy","authors":[{"name":"Bereket Fisseha","is_ca":true},{"name":"G WILSON","is_ca":false},{"name":"Paul Simms","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007823333440224801,"gpt":0.2469734600978234,"spread":0.2391501266575986,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002780569,0.0002699848,0.0002400075,0.0003043335,0.0001968445,0.0002601594,0.0001938417,0.000248675,0.0007584409],"category_scores_gemma":[0.0004865025,0.0001159591,0.0002128123,0.0002770118,0.0002251015,0.0003093855,0.0002020978,0.0002857382,0.0001326252],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001954664,"about_ca_system_score_gemma":0.0002033482,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001142063,"about_ca_topic_score_gemma":0.003163894,"domain_scores_codex":[0.9997572,0.00002248663,0.00002353322,0.00004544096,0.0001124898,0.00003891404],"domain_scores_gemma":[0.999697,0.00006272604,0.00006965443,0.00002482346,0.000106325,0.00003958969],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00009993824,0.00003961569,0.003675787,0.00003019568,0.000007469892,0.00004272131,0.00006090313,0.0003306716,0.9935213,0.00001910134,0.00001012315,0.002162121],"study_design_scores_gemma":[0.000003638417,0.0005580984,0.02038025,0.000003595826,0.00001384216,0.0000408547,0.00006521226,0.0007915289,0.9778811,0.00001019118,0.0002466221,0.00000505334],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990172,0.00008162032,0.0005759279,0.000003093404,0.000001905475,0.00001632864,0.00009378231,0.00001141668,0.0001987637],"genre_scores_gemma":[0.9977563,0.0001334618,0.001368429,0.000007445442,0.000002541799,0.00002278516,0.0001927459,0.000009290008,0.0005069962],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001142063,"threshold_uncertainty_score":0.002537251,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367155029","doi":"10.36487/acg_repo/2355_09","title":"Mechanical properties and mesoscopic analysis of rockbackfill-rock composite sample under dynamic loading","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"National Key Research and Development Program of China","keywords":"Mesoscopic physics; Composite number; Materials science; Sample (material); Composite material; Geotechnical engineering; Structural engineering; Geology; Engineering; Physics; Condensed matter physics; Thermodynamics","authors":[{"name":"Di Zheng","is_ca":true},{"name":"Guo Li","is_ca":true},{"name":"Guangsheng Liu","is_ca":false},{"name":"Xiaocong Yang","is_ca":false},{"name":"shuwei wu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01645394132340336,"gpt":0.2073067947834093,"spread":0.1908528534600059,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001863245,0.0003152779,0.0002147749,0.000816624,0.0004505591,0.0001636166,0.0001651481,0.0003767056,0.002551616],"category_scores_gemma":[0.0002373755,0.0002379477,0.0002096323,0.0005372971,0.0003871235,0.0002781773,0.0001592163,0.0004111806,0.0002095791],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001207265,"about_ca_system_score_gemma":0.0001106226,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001353399,"about_ca_topic_score_gemma":0.00388204,"domain_scores_codex":[0.9998085,0.000008069778,0.00001015071,0.00003957086,0.0001060733,0.00002767733],"domain_scores_gemma":[0.9996907,0.00005087837,0.00006500409,0.00002703599,0.0001185272,0.00004798827],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00008848492,0.00002482218,0.002768347,0.00004853695,0.000006679851,0.0001889465,0.0001275413,0.0004000447,0.9935554,0.0000409409,0.00008297973,0.002667342],"study_design_scores_gemma":[0.00001603325,0.0005026025,0.2632168,0.00001907885,0.00005564776,0.0006708392,0.0008786405,0.007162226,0.7253644,0.0000971858,0.001972466,0.00004408212],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971499,0.000179051,0.001453312,0.0000228038,0.00001019019,0.000008231656,0.000255999,0.00004882589,0.0008716496],"genre_scores_gemma":[0.9977591,0.00009077164,0.0008332403,0.0000223594,0.000005607143,0.00001586859,0.0002154617,0.00001551123,0.001042054],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002551616,"threshold_uncertainty_score":0.008535981,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Guoxing Tang","is_ca":true},{"name":"Guo Li","is_ca":false},{"name":"Guangsheng Liu","is_ca":true},{"name":"Xiaocong Yang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02694437399961667,"gpt":0.2270570593393591,"spread":0.2001126853397424,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001794379,0.0007064891,0.0003429984,0.001435222,0.0003083025,0.0004783634,0.000494915,0.0005811667,0.001719237],"category_scores_gemma":[0.004913606,0.000332358,0.0004479153,0.001302918,0.0006400354,0.0005621395,0.0004133445,0.0005719322,0.0004326715],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003097786,"about_ca_system_score_gemma":0.0003199778,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001961437,"about_ca_topic_score_gemma":0.006985718,"domain_scores_codex":[0.996879,0.0002716343,0.0002770452,0.0003810137,0.002055615,0.0001357125],"domain_scores_gemma":[0.9928737,0.001885614,0.001386549,0.0003880434,0.003185712,0.0002804643],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0005641482,0.0002063518,0.1327502,0.0003217579,0.0001373716,0.0005237812,0.001226798,0.001433544,0.8103104,0.0003912613,0.0005777847,0.05155661],"study_design_scores_gemma":[0.00002296597,0.001906881,0.3700739,0.00007505752,0.0002421846,0.001283051,0.001914344,0.007676126,0.6110457,0.0003915959,0.005258191,0.0001099981],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9783561,0.001208754,0.0150602,0.00008245176,0.00006820339,0.00006297648,0.0003708667,0.00009855657,0.004691844],"genre_scores_gemma":[0.9906606,0.0003600221,0.006756149,0.00005296755,0.00001166125,0.00003492907,0.000233902,0.00002490756,0.001864741],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001961437,"threshold_uncertainty_score":0.009489715,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"M Amri","is_ca":true},{"name":"Tikou Belem","is_ca":false},{"name":"H Mrad","is_ca":false},{"name":"Louis-Philippe Gélinas","is_ca":false},{"name":"F Masmoudi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.2042007472250578,"gpt":0.2180993479775971,"spread":0.01389860075253938,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006287951,0.0007237383,0.0005245464,0.0009893789,0.0001365292,0.0004221316,0.0004051624,0.0006282401,0.0004965778],"category_scores_gemma":[0.00102048,0.0002776458,0.0007094375,0.0006546339,0.0002200306,0.0004089233,0.0002006337,0.0004103841,0.000244719],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003431498,"about_ca_system_score_gemma":0.0003882321,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002917198,"about_ca_topic_score_gemma":0.003703942,"domain_scores_codex":[0.9998319,0.00003425786,0.00001484137,0.00003879337,0.00006432219,0.00001570394],"domain_scores_gemma":[0.9995863,0.0002058758,0.00007651954,0.00003242935,0.00008565436,0.00001326551],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001414945,0.0002306236,0.01633479,0.0001074627,0.0000555093,0.00009419327,0.00003416784,0.8815261,0.03181998,0.0001938029,0.0002223052,0.06923975],"study_design_scores_gemma":[0.000003245411,0.00005330205,0.006139038,0.000003930395,0.000008052873,0.0000103419,0.000009358268,0.9864861,0.007081971,0.00009855398,0.0001000543,0.000006045361],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8863012,0.0004382563,0.1114148,0.0000729312,0.0000173942,0.00003834649,0.0002421572,0.0005665593,0.0009083255],"genre_scores_gemma":[0.9823276,0.000107878,0.0169059,0.000007823857,0.000004977132,0.00002222243,0.0002501974,0.00001309966,0.0003602085],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002917198,"threshold_uncertainty_score":0.005800366,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Murray Grabinsky","is_ca":true},{"name":"Benjamin Thompson","is_ca":false},{"name":"Ryan Veenstra","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01375088959051713,"gpt":0.2066224843073055,"spread":0.1928715947167884,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001395146,0.0007155123,0.0004589731,0.001295882,0.0002555636,0.0009345569,0.001214462,0.0007755916,0.00243668],"category_scores_gemma":[0.002161604,0.0003659216,0.0004892363,0.0004744833,0.0003785758,0.000792091,0.0005366507,0.0007002999,0.001178615],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000879711,"about_ca_system_score_gemma":0.0006676755,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001042089,"about_ca_topic_score_gemma":0.002067713,"domain_scores_codex":[0.9987149,0.0001253666,0.0000744057,0.0001508656,0.0008448845,0.00008949894],"domain_scores_gemma":[0.9981224,0.0002984677,0.0004157276,0.0001867877,0.000886265,0.00009026575],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003341704,0.000189693,0.00322308,0.0004454321,0.00001930828,0.0002150761,0.0002398277,0.04774456,0.8554158,0.001782171,0.0008000787,0.0895908],"study_design_scores_gemma":[0.00005148991,0.001953052,0.01032362,0.0001015144,0.00005334171,0.0005093653,0.0001922661,0.1272165,0.8427882,0.001437973,0.01527566,0.00009701597],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4855129,0.002166922,0.4958251,0.000253264,0.00008165905,0.00049867,0.0009806672,0.002050614,0.01263016],"genre_scores_gemma":[0.9369491,0.0003005938,0.05975914,0.00003829611,0.000007722637,0.0001137623,0.0002613515,0.0001310535,0.002438999],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00243668,"threshold_uncertainty_score":0.008151472,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Amirhossein Mohammadi","is_ca":true},{"name":"Isabelle Demers","is_ca":false},{"name":"Nicholas Beier","is_ca":true},{"name":"Mostafa Benzaazoua","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01745185833082647,"gpt":0.2074333473030946,"spread":0.1899814889722681,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003132412,0.0003506276,0.0003589977,0.0002653565,0.0002206463,0.0002869309,0.0002688158,0.000357545,0.0009461711],"category_scores_gemma":[0.0004217503,0.000178464,0.0003590432,0.0002546959,0.000245986,0.0001813256,0.000180101,0.0003389597,0.0002004719],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002109812,"about_ca_system_score_gemma":0.0001782528,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00167754,"about_ca_topic_score_gemma":0.003751543,"domain_scores_codex":[0.9996364,0.00007537796,0.00003001091,0.00006141729,0.0001494769,0.00004731454],"domain_scores_gemma":[0.9996113,0.00009831887,0.00009103159,0.00002979378,0.000123779,0.00004568782],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004577877,0.0001257852,0.002476614,0.0001139432,0.00002274999,0.00008320435,0.0000916295,0.0002537772,0.9932546,0.00001148165,0.00002796195,0.00308062],"study_design_scores_gemma":[0.0000113788,0.003911298,0.04073161,0.00001320241,0.00004188226,0.0000931079,0.0002863517,0.000681117,0.9533719,0.00001519077,0.0008279582,0.00001494617],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991529,0.0002979774,0.0001758825,0.00001120371,0.000005919928,0.00001115741,0.00008656798,0.000006768795,0.0002516994],"genre_scores_gemma":[0.998331,0.0002856644,0.0005032738,0.00001636824,0.000003441458,0.00001154832,0.00008455192,0.000005608431,0.0007585989],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00167754,"threshold_uncertainty_score":0.003335476,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367155230","doi":"10.36487/acg_repo/2355_56","title":"Case study: the impact of tailings properties on conveying system designs","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Belt Conveyor Systems Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Computer science; Environmental science; Mining engineering; Geology; Metallurgy; Materials science","authors":[{"name":"Christopher W. Olsen","is_ca":false},{"name":"Kenneth Rahal","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0786681342833346,"gpt":0.2600858869168568,"spread":0.1814177526335222,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002022424,0.001171888,0.0005429151,0.0009569674,0.001099734,0.001331702,0.001347117,0.0019037,0.003939688],"category_scores_gemma":[0.005843497,0.0004245662,0.000774089,0.0007037833,0.0008905288,0.001328803,0.0008419008,0.0007602948,0.0005822121],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00128632,"about_ca_system_score_gemma":0.000830707,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005281023,"about_ca_topic_score_gemma":0.008786053,"domain_scores_codex":[0.9977411,0.000622724,0.0001484836,0.0002536407,0.0008824044,0.0003516693],"domain_scores_gemma":[0.9947254,0.002884852,0.000606528,0.0005172172,0.001010782,0.000255182],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"case_report","study_design_scores_codex":[0.002959374,0.001994622,0.1719097,0.001792086,0.0002961994,0.02280004,0.003123271,0.5516417,0.1494925,0.003772072,0.004023357,0.08619497],"study_design_scores_gemma":[0.0004532627,0.01643957,0.1512906,0.0002487152,0.0005934787,0.008599566,0.01160931,0.4738221,0.3139218,0.003144794,0.01951154,0.0003654503],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9913902,0.0001159308,0.004866445,0.0001101416,0.00001693951,0.0001668103,0.00036386,0.0001372434,0.002832376],"genre_scores_gemma":[0.9937724,0.00006165654,0.004461943,0.00001479806,0.000002991828,0.00004391648,0.0001482323,0.0000198729,0.00147424],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005281023,"threshold_uncertainty_score":0.01317954,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University","funders":"","keywords":"Tailings; Desiccation; Consolidation (business); Shrinkage; Materials science; Composite material; Metallurgy; Business; Botany; Biology","authors":[{"name":"Farzad Daliri","is_ca":true},{"name":"Han‐Soo Kim","is_ca":true},{"name":"Paul Simms","is_ca":true},{"name":"S. Sivathayalan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01163644390040084,"gpt":0.2215661618259948,"spread":0.209929717925594,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002267965,0.0003140955,0.0002024884,0.0002911057,0.0001782948,0.0003162746,0.0002228494,0.0003008781,0.001388956],"category_scores_gemma":[0.000524995,0.0002236965,0.0002731927,0.0002128557,0.0003855103,0.0002759179,0.000287068,0.0004370223,0.0002013863],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002378048,"about_ca_system_score_gemma":0.0002292574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001698633,"about_ca_topic_score_gemma":0.005425065,"domain_scores_codex":[0.9997477,0.00002560026,0.00002786001,0.00005224709,0.0001071547,0.00003946752],"domain_scores_gemma":[0.9994917,0.00007656412,0.0001519646,0.00006632331,0.0001555263,0.00005804856],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00007953028,0.00000982266,0.004969491,0.00006062717,0.00001857733,0.0001016246,0.00006326036,0.0002980502,0.991698,0.00001672826,0.00002297061,0.00266127],"study_design_scores_gemma":[0.000004732442,0.0004800782,0.09148186,0.00001472893,0.00004577211,0.0002678998,0.0002386546,0.0008081207,0.9051521,0.00003972103,0.001449319,0.00001692733],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981305,0.0006504433,0.0004163247,0.00002370763,0.000008566891,0.00001174876,0.0000789038,0.00001599474,0.0006637818],"genre_scores_gemma":[0.9984779,0.0002629803,0.0004145262,0.00003367847,0.000002968334,0.000006409669,0.00008558099,0.00001064777,0.0007052728],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001698633,"threshold_uncertainty_score":0.00464654,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367155258","doi":"10.36487/acg_repo/2355_68","title":"Vacuum disc filters go beyond","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Tribology and Lubrication Engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Computer science; Optoelectronics; Materials science","authors":[{"name":"Jürgen Hahn","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007363141453023107,"gpt":0.194883832841298,"spread":0.1875206913882749,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001265889,0.0007939439,0.001232122,0.001351349,0.001324625,0.004699041,0.001340366,0.003257542,0.02253621],"category_scores_gemma":[0.002508271,0.000527876,0.0009327955,0.0009859735,0.001526058,0.006746063,0.001920661,0.003203955,0.01914987],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001919353,"about_ca_system_score_gemma":0.000930876,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001260427,"about_ca_topic_score_gemma":0.0008332252,"domain_scores_codex":[0.9974612,0.0002134475,0.0001351035,0.0004117732,0.001511124,0.0002674542],"domain_scores_gemma":[0.9975689,0.0005304066,0.0001900523,0.0004630994,0.00104089,0.0002066244],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000554738,0.000193824,0.001772843,0.003132693,0.0001193105,0.0004866768,0.0007486354,0.0008151587,0.1599664,0.1384376,0.07661527,0.6171568],"study_design_scores_gemma":[0.00001930197,0.0002385024,0.001131802,0.0002426301,0.00003488378,0.001293137,0.0001872073,0.0006979923,0.05671854,0.01476589,0.9246197,0.00005044454],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.06089652,0.2549316,0.2585292,0.02683268,0.01331713,0.0004490835,0.001129572,0.008287889,0.3756263],"genre_scores_gemma":[0.4417714,0.102135,0.1108944,0.0144251,0.00562761,0.0003121706,0.001680808,0.002242068,0.3209114],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.02253621,"threshold_uncertainty_score":0.07539117,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Paul Simms","is_ca":true},{"name":"S. Sivathayalan","is_ca":true},{"name":"Farzad Daliri","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01076484708931064,"gpt":0.1673512074569175,"spread":0.1565863603676068,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002094948,0.0002415695,0.0001627795,0.0002794938,0.000127283,0.0003047164,0.0002345373,0.0002413152,0.0004780124],"category_scores_gemma":[0.000298021,0.0001767539,0.0002198838,0.0001914514,0.0002119434,0.0003372012,0.0002588772,0.0002286313,0.0001125082],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000357935,"about_ca_system_score_gemma":0.0001219504,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003288158,"about_ca_topic_score_gemma":0.007576349,"domain_scores_codex":[0.9999118,0.000009301922,0.000008583677,0.00002115169,0.00003177823,0.00001733169],"domain_scores_gemma":[0.9998313,0.00003499106,0.00007087363,0.00001293899,0.00003218459,0.00001759721],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001766609,0.00003489547,0.03029904,0.00008787643,0.00002243518,0.000220821,0.0001245908,0.009438983,0.9507873,0.0001285677,0.00003033894,0.00864845],"study_design_scores_gemma":[0.0000103898,0.0006676062,0.1755216,0.00001442736,0.00003684272,0.0002182534,0.0002170486,0.02045263,0.8019421,0.0001921423,0.0007026356,0.00002425319],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991658,0.0001297207,0.0005004092,0.000004847648,9.846144e-7,0.000002547143,0.0000284545,0.000006105817,0.0001612297],"genre_scores_gemma":[0.9993469,0.0001067867,0.0002986516,0.000003131199,5.858781e-7,0.000001748732,0.00003430475,0.000002400928,0.0002055378],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003288158,"threshold_uncertainty_score":0.006538033,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2765274861","doi":"10.36487/acg_rep/1104_14_yuan","title":"Ore types impact on flocculation and the treatment strategies for different types of oil sand tailings","year":2011,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Flocculation; Tailings; Oil sands; Sedimentary depositional environment; Environmental science; Geology; Tailings dam; Fluvial; Asphalt; Environmental engineering; Materials science; Metallurgy; Geomorphology","authors":[{"name":"X Yuan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02051736530961708,"gpt":0.2584105539516908,"spread":0.2378931886420737,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003836645,0.0003534989,0.0003795568,0.0005957581,0.0003679473,0.0003814486,0.000303765,0.0002945401,0.0009874696],"category_scores_gemma":[0.0006628573,0.0002144585,0.000322439,0.0003636209,0.0002882325,0.0003098291,0.0002154415,0.0003029798,0.0001510811],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004457038,"about_ca_system_score_gemma":0.0004044055,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008446937,"about_ca_topic_score_gemma":0.03503082,"domain_scores_codex":[0.9997019,0.00004708034,0.00003723235,0.00003840002,0.0001197434,0.00005567947],"domain_scores_gemma":[0.9997939,0.00005283179,0.00005810096,0.00001164329,0.00005451473,0.00002907191],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005785472,0.00009277745,0.00195005,0.0001055393,0.00001278353,0.00006913901,0.00004984324,0.000950739,0.987807,0.00003641966,0.00002992165,0.008317215],"study_design_scores_gemma":[0.0000138402,0.001066885,0.0153978,0.000009541256,0.00004260663,0.00007289743,0.00007394914,0.0009162416,0.9817922,0.00002282337,0.0005808263,0.00001045956],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981081,0.0003137212,0.0006821728,0.00001892936,0.000006389697,0.00004501091,0.00007158787,0.00001915514,0.0007347963],"genre_scores_gemma":[0.9944131,0.0006382142,0.003316889,0.0000293404,0.000005038533,0.00001943524,0.0001242875,0.000014004,0.001439756],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008446937,"threshold_uncertainty_score":0.01679552,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Achraf Khaddari","is_ca":false},{"name":"Tikou Belem","is_ca":false},{"name":"Abdelkabir Maqsoud","is_ca":false},{"name":"Noureddine Ouffa","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008680258981976987,"gpt":0.2143476947070026,"spread":0.2056674357250256,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002921993,0.0003082481,0.0003213768,0.0004983667,0.0003283037,0.0006326809,0.0003146752,0.0002364778,0.0006445576],"category_scores_gemma":[0.0001726382,0.0001363121,0.0002914398,0.0004029158,0.0003632384,0.000201092,0.0002560501,0.0002816179,0.0002354773],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001217838,"about_ca_system_score_gemma":0.0009806022,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03230629,"about_ca_topic_score_gemma":0.1152629,"domain_scores_codex":[0.999752,0.00003451809,0.00001187347,0.00003339332,0.00009509741,0.00007310449],"domain_scores_gemma":[0.999898,0.00001346056,0.00002104004,0.00000747651,0.00003420426,0.00002579028],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001528965,0.00004528357,0.001228996,0.000121986,0.00001002017,0.0001599903,0.00007277652,0.0005484546,0.9923477,0.00006331394,0.00003771652,0.005210865],"study_design_scores_gemma":[0.00001111451,0.0005834253,0.009573922,0.00001820157,0.00002522834,0.00008856312,0.0002342252,0.001020004,0.9858802,0.00002627733,0.002526742,0.00001205395],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980145,0.0003769041,0.0005315075,0.00001669256,0.000005250778,0.0000276668,0.00006747701,0.00002195811,0.000938146],"genre_scores_gemma":[0.997636,0.0002405822,0.0010022,0.000007611557,0.000001351054,0.000009294107,0.00005096941,0.00000762441,0.001044473],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03230629,"threshold_uncertainty_score":0.06423646,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Tailings; Computer science; Mining engineering; Environmental science; Geology; Materials science; Metallurgy","authors":[{"name":"Yavuz Selim İnci","is_ca":false},{"name":"Görkem Uzuncelebi","is_ca":false},{"name":"Halil Ürkmez","is_ca":false},{"name":"Sean Ennis","is_ca":false},{"name":"Peter Kimball","is_ca":false},{"name":"Ernesto Ruiz Castro","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01662282228332592,"gpt":0.2326273632515832,"spread":0.2160045409682573,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004252671,0.0003612906,0.0003673757,0.0009151968,0.001297038,0.0007870387,0.0006360348,0.0008570718,0.003188045],"category_scores_gemma":[0.0003511263,0.0001711701,0.0005324639,0.0006929259,0.0003445073,0.00048105,0.0005420723,0.0004101058,0.0009798995],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007026641,"about_ca_system_score_gemma":0.001105182,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009126155,"about_ca_topic_score_gemma":0.02029992,"domain_scores_codex":[0.9994475,0.00004917686,0.0000392688,0.0001238696,0.0002637103,0.00007646588],"domain_scores_gemma":[0.9997358,0.0000204301,0.00002537785,0.00002394368,0.0001641742,0.00003024261],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"case_report","study_design_scores_codex":[0.001798624,0.0009080399,0.04614652,0.001264806,0.00008319537,0.00631393,0.001993241,0.005491626,0.6881444,0.001236025,0.006181017,0.2404386],"study_design_scores_gemma":[0.0001767017,0.004915417,0.1242578,0.0003549699,0.0002089707,0.003746612,0.004545061,0.007814283,0.7714957,0.0008760947,0.08142191,0.000186518],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9761595,0.001088965,0.007831103,0.0003220415,0.0001320498,0.0003750433,0.0005218872,0.0002795441,0.01328981],"genre_scores_gemma":[0.9752325,0.0005930933,0.0131282,0.0001009018,0.00001634835,0.0001344747,0.0003937299,0.00005016304,0.01035049],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009126155,"threshold_uncertainty_score":0.0181461,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Geomechanica (Canada); University of Alberta; Banff Centre","funders":"","keywords":"Tailings; Computer science; Materials science; Metallurgy","authors":[{"name":"Gord McKenna","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02566691287478541,"gpt":0.2102143339731363,"spread":0.1845474210983509,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001006529,0.0008480937,0.0006368382,0.001968892,0.0008891332,0.002336374,0.001091289,0.001442623,0.01895155],"category_scores_gemma":[0.003975663,0.0006155071,0.0008779087,0.001061005,0.0005311703,0.004003275,0.000866073,0.001107082,0.01180758],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005675647,"about_ca_system_score_gemma":0.0006021168,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002995564,"about_ca_topic_score_gemma":0.007371542,"domain_scores_codex":[0.9989957,0.00005117277,0.0001172704,0.0001236355,0.0005949174,0.0001171398],"domain_scores_gemma":[0.9988989,0.0001557732,0.0001741213,0.0001553441,0.0004908056,0.0001250884],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0003983421,0.0003642226,0.006994547,0.002446281,0.00008209655,0.0009854335,0.0005553752,0.004539903,0.1943469,0.006666496,0.04229716,0.7403232],"study_design_scores_gemma":[0.0001394162,0.001427212,0.01518173,0.001937149,0.0003017487,0.003171181,0.001811492,0.01123792,0.3460616,0.008914998,0.6095583,0.0002573149],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.3542891,0.03817395,0.4755739,0.009747269,0.006119553,0.003302711,0.005692468,0.009071038,0.09803005],"genre_scores_gemma":[0.4880385,0.0187633,0.4144054,0.002861455,0.0007731912,0.001034033,0.004858169,0.002069775,0.06719612],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.01895155,"threshold_uncertainty_score":0.0633992,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Fernando Da Silva","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04523432896475996,"gpt":0.2738174336452301,"spread":0.2285831046804701,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006264103,0.0004357707,0.0002172323,0.0005163557,0.0003303646,0.001114778,0.0007470634,0.000786292,0.002051348],"category_scores_gemma":[0.000530703,0.0002335419,0.0003624188,0.0003033624,0.0007203192,0.001505727,0.0003921171,0.0008925105,0.000611927],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000745177,"about_ca_system_score_gemma":0.0004688337,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001387534,"about_ca_topic_score_gemma":0.002742199,"domain_scores_codex":[0.9996688,0.00003296884,0.0000163337,0.00003392914,0.0002177378,0.00003019632],"domain_scores_gemma":[0.9997904,0.00002983301,0.00001983739,0.0000272818,0.0001060725,0.00002665277],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0001878884,0.0005783738,0.003386085,0.001257131,0.00002971423,0.00164339,0.001169832,0.01113942,0.4542618,0.03178695,0.004780209,0.4897792],"study_design_scores_gemma":[0.00003278712,0.001356617,0.005884816,0.0004230829,0.00004845553,0.002469298,0.001499234,0.01599556,0.6840303,0.01108747,0.2770428,0.0001295723],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6181121,0.03948724,0.2534876,0.005867837,0.00165535,0.0005433426,0.0003026327,0.001168803,0.07937498],"genre_scores_gemma":[0.7784757,0.02220786,0.144475,0.0004562144,0.0002949058,0.00009912276,0.0001921058,0.0001436435,0.05365545],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002051348,"threshold_uncertainty_score":0.006862462,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367154909","doi":"10.36487/acg_repo/2355_01","title":"Fruta del Norte paste plant – case study","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Cooperative Studies and Economics","field":"Business, Management and Accounting","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Geology","authors":[{"name":"Leslie Correia","is_ca":true},{"name":"Rob Brown","is_ca":true},{"name":"Doug Moore","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04261464134509894,"gpt":0.2366200667886544,"spread":0.1940054254435555,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008915607,0.0002885121,0.0001705738,0.0009175334,0.002819239,0.001711079,0.001054459,0.001261439,0.006274587],"category_scores_gemma":[0.001835358,0.0001882239,0.0001255552,0.00126715,0.00106962,0.001011753,0.001265036,0.000588588,0.0004572265],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004015367,"about_ca_system_score_gemma":0.001934523,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0480409,"about_ca_topic_score_gemma":0.1266086,"domain_scores_codex":[0.9993644,0.0001917615,0.000025886,0.0000680753,0.0002131402,0.0001367906],"domain_scores_gemma":[0.9988968,0.0004649558,0.0001373264,0.00006954023,0.0002111766,0.0002202508],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"case_report","study_design_gemma":"case_report","study_design_scores_codex":[0.0007885298,0.003928548,0.1207774,0.001655176,0.00006330681,0.3158862,0.1282059,0.01799029,0.02265774,0.08067311,0.02918644,0.2781874],"study_design_scores_gemma":[0.0001136645,0.001541239,0.1250575,0.0007781415,0.00005432554,0.04738943,0.3463785,0.01435084,0.01045449,0.00533619,0.4484379,0.0001077585],"study_design_candidate":"case_report","study_design_consensus":"case_report","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9450486,0.0005557251,0.002187044,0.001041805,0.0000200397,0.0001846196,0.0001138193,0.00002918586,0.05081912],"genre_scores_gemma":[0.9687446,0.0006843027,0.002644815,0.0001079801,0.00001333216,0.00007925913,0.0001048752,0.00001578188,0.02760516],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0480409,"threshold_uncertainty_score":0.09552252,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367155219","doi":"10.36487/acg_repo/2355_10","title":"Numerical procedure for scaling up pressure loss from mini flow loop tests","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada); Canadian Malartic (Canada); Banff Centre; Université du Québec en Abitibi-Témiscamingue; Agnico Eagle (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Scaling; Loop (graph theory); Computer science; Flow (mathematics); Mechanics; Mathematics; Physics; Geometry","authors":[{"name":"K Kalonji","is_ca":true},{"name":"Mamert Mbonimpa","is_ca":true},{"name":"Tikou Belem","is_ca":false},{"name":"Serge Ouellet","is_ca":false},{"name":"Louis-Philippe Gélinas","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009651467195063603,"gpt":0.231272815467247,"spread":0.2216213482721834,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006682726,0.0006133337,0.0005226663,0.000592938,0.0004658516,0.0005009651,0.0008544889,0.0007062535,0.007243403],"category_scores_gemma":[0.001902683,0.0003146935,0.0004403096,0.0004851205,0.0002984403,0.0003468139,0.0005430797,0.001107615,0.001438336],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000452021,"about_ca_system_score_gemma":0.0008772998,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002511545,"about_ca_topic_score_gemma":0.002313684,"domain_scores_codex":[0.9996328,0.00003391873,0.00002715774,0.00004627377,0.0002279402,0.0000317726],"domain_scores_gemma":[0.9991831,0.0002604692,0.0001041068,0.0001070421,0.0003221123,0.00002320879],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000143371,0.0002747493,0.003545796,0.0006650851,0.00003885963,0.0002670245,0.0003186619,0.7708266,0.112229,0.01339469,0.004585871,0.09371033],"study_design_scores_gemma":[0.00002011279,0.0001055153,0.0006348954,0.00002925684,0.00001052912,0.00005241235,0.00003823542,0.9688422,0.02140839,0.00176881,0.007063286,0.00002635466],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05823053,0.0002615253,0.9194442,0.0001423631,0.0001649398,0.0007975913,0.001515301,0.003215257,0.01622834],"genre_scores_gemma":[0.3798156,0.0002528238,0.6095476,0.00009875888,0.00002116406,0.002272417,0.001231191,0.0007200182,0.00604054],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007243403,"threshold_uncertainty_score":0.02423155,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4408953153","doi":"10.36487/acg_repo/2555_24","title":"Measurement of the shear strength of centrifuged oil sands tailings using different soil mechanics procedures","year":2025,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Tailings; Oil sands; Geotechnical engineering; Soil mechanics; Shear strength (soil); Petroleum engineering; Shear (geology); Geology; Environmental science; Mechanics; Materials science; Soil water; Soil science; Composite material; Metallurgy; Physics","authors":[{"name":"Louis Kabwe","is_ca":false},{"name":"Ward Wilson","is_ca":false},{"name":"David Barsi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008115017429561819,"gpt":0.1949915703485509,"spread":0.186876552918989,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004014818,0.0004314148,0.0002058707,0.001236974,0.0003196954,0.0002939485,0.0002825559,0.0002692655,0.0006044331],"category_scores_gemma":[0.0006263754,0.0002069646,0.000242291,0.001071711,0.0003720802,0.0002171026,0.0001832373,0.0003502115,0.0001736945],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002700419,"about_ca_system_score_gemma":0.0003477329,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005551802,"about_ca_topic_score_gemma":0.01850987,"domain_scores_codex":[0.9995882,0.0000313265,0.00005300606,0.00006670615,0.0002172915,0.0000433759],"domain_scores_gemma":[0.9993623,0.0001021303,0.0001419123,0.00003593952,0.0003024151,0.00005543414],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001279756,0.00005503797,0.01888558,0.00003922283,0.00001958255,0.00009226781,0.000143369,0.0002405666,0.9760177,0.00005704195,0.00002652239,0.004295217],"study_design_scores_gemma":[0.00001025464,0.0008217926,0.1719006,0.0000126132,0.00005399417,0.0001628048,0.0003516093,0.001700878,0.8242338,0.00003458852,0.0006911528,0.00002596915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972093,0.0001154316,0.001845934,0.000007684467,0.000006310295,0.0000392478,0.0002670804,0.00002521955,0.0004838784],"genre_scores_gemma":[0.9901569,0.000285635,0.007800807,0.00001780183,0.000005931197,0.00004820376,0.0006813632,0.00001239267,0.0009910353],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005551802,"threshold_uncertainty_score":0.01103902,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Paul Simms","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01352965512687246,"gpt":0.2011174924093792,"spread":0.1875878372825067,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002616744,0.0001386655,0.0001518929,0.00043519,0.0002551212,0.0004200519,0.0002190317,0.0002866313,0.001066112],"category_scores_gemma":[0.0006177333,0.0001196259,0.0001070575,0.0002931939,0.0003315124,0.0002832618,0.0002226054,0.0002171329,0.0001762364],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003067594,"about_ca_system_score_gemma":0.000139691,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004861979,"about_ca_topic_score_gemma":0.0140343,"domain_scores_codex":[0.9998682,0.00001268455,0.00001361266,0.00002992407,0.00004741735,0.00002820736],"domain_scores_gemma":[0.9995568,0.0001271155,0.00009439942,0.00002206065,0.0001363222,0.00006323712],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0008594625,0.00005935929,0.03490935,0.0001198584,0.00002364604,0.0004645191,0.0005782374,0.007672476,0.946645,0.0002132426,0.00008025478,0.008374671],"study_design_scores_gemma":[0.00003377033,0.001758299,0.3069849,0.00008658299,0.00006886901,0.0004568143,0.002604833,0.02313653,0.661176,0.0004671521,0.00315593,0.00007028294],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992126,0.00003831138,0.0003553767,0.000003648242,0.000001470662,0.000005028773,0.00005489385,0.000008675129,0.0003200509],"genre_scores_gemma":[0.9989092,0.00003666701,0.0003342729,0.000005950313,5.503488e-7,0.00000332403,0.00005091682,0.000004434566,0.0006545392],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004861979,"threshold_uncertainty_score":0.009667337,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"C Balasko","is_ca":true},{"name":"Yure Mladinic","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0218748093265099,"gpt":0.2364334936108592,"spread":0.2145586842843493,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00549922,0.0003547505,0.0002597002,0.0007270239,0.002791582,0.0032062,0.001183428,0.002719532,0.02733876],"category_scores_gemma":[0.004108429,0.0004105606,0.0002724295,0.0008694971,0.001090535,0.001557167,0.003177671,0.002694801,0.004688602],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001779709,"about_ca_system_score_gemma":0.01858351,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01526726,"about_ca_topic_score_gemma":0.03285265,"domain_scores_codex":[0.9945623,0.0006379379,0.0001047916,0.0003490624,0.003650486,0.0006953948],"domain_scores_gemma":[0.9928116,0.0006999601,0.0004342524,0.0006461496,0.00318368,0.00222431],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005237448,0.001391934,0.01514243,0.0004087656,0.00006561809,0.001361297,0.001000586,0.001996628,0.03420674,0.1038676,0.5201111,0.3199235],"study_design_scores_gemma":[0.0000410103,0.0001941715,0.006254837,0.00005663887,0.00000729185,0.000253808,0.0004326727,0.00102151,0.004540075,0.002736971,0.9844395,0.00002151434],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.03822897,0.001818513,0.04841637,0.02664472,0.003081599,0.001216772,0.001877192,0.00138128,0.8773345],"genre_scores_gemma":[0.1920984,0.001060283,0.05692559,0.008264185,0.0002138022,0.0004239316,0.002633717,0.0006221445,0.7377579],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02733876,"threshold_uncertainty_score":0.09145719,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367154881","doi":"10.36487/acg_repo/2355_63","title":"The new norm for gold miners and how change in mine waste management could help","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; University of Alberta; Geomechanica (Canada)","funders":"Heriot-Watt University","keywords":"Norm (philosophy); Waste management; Environmental science; Computer science; Business; Mining engineering; Engineering; Political science; Law","authors":[{"name":"Ibrahim Karajeh","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03227779920597791,"gpt":0.2355565463215583,"spread":0.2032787471155804,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.009397409,0.0004025215,0.0003608847,0.001082753,0.007595378,0.009704585,0.001329,0.005071712,0.01027314],"category_scores_gemma":[0.01535715,0.0002482791,0.0004752623,0.000831575,0.01880443,0.009011649,0.008344529,0.003742944,0.002207455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004659672,"about_ca_system_score_gemma":0.006923866,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005030144,"about_ca_topic_score_gemma":0.01644444,"domain_scores_codex":[0.9919798,0.003209406,0.000371856,0.001158469,0.002372508,0.0009078932],"domain_scores_gemma":[0.9935814,0.001138397,0.0009420545,0.001078418,0.00159018,0.001669475],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001134058,0.0002587971,0.01906975,0.0002708645,0.00003352963,0.0006662115,0.0218717,0.0005302345,0.00307796,0.752278,0.04816445,0.153665],"study_design_scores_gemma":[0.00003010693,0.0003096512,0.0126001,0.0006916495,0.00001633241,0.0006512229,0.03748171,0.0005873772,0.001661177,0.2469071,0.6989698,0.00009376639],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"commentary","genre_gemma":"commentary","genre_scores_codex":[0.2051019,0.003970621,0.01952156,0.3944205,0.002256621,0.0002153689,0.0001410872,0.0002035936,0.3741688],"genre_scores_gemma":[0.8506469,0.00215112,0.01665797,0.02015557,0.0003565347,0.000136459,0.00008198679,0.0001421489,0.1096712],"genre_candidate":"commentary","genre_consensus":"commentary","teacher_disagreement_score":0.01027314,"threshold_uncertainty_score":0.04969883,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367155246","doi":"10.36487/acg_repo/2355_24","title":"Filtered tailings plant design at Krumovgrad Mine","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Environmental science; Mining engineering; Engineering; Materials science; Metallurgy","authors":[{"name":"Andrea Díaz","is_ca":true},{"name":"Isaac Ahmed","is_ca":true},{"name":"Peter Kerry","is_ca":true},{"name":"Peter Corrigan","is_ca":true},{"name":"Francis Stewart","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02096354410056266,"gpt":0.1833631343017063,"spread":0.1623995902011436,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001993648,0.0003724362,0.0002823241,0.0005453083,0.0006971718,0.000838913,0.001086823,0.0007831185,0.009113865],"category_scores_gemma":[0.0002347772,0.0002253514,0.0003891356,0.0003689109,0.000285772,0.0004426098,0.0004346638,0.0003575323,0.00215255],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00108806,"about_ca_system_score_gemma":0.001027722,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005086097,"about_ca_topic_score_gemma":0.01229803,"domain_scores_codex":[0.9996002,0.00002437512,0.00001830679,0.00008721078,0.0001726154,0.00009717827],"domain_scores_gemma":[0.9997665,0.0000204171,0.00002411037,0.00002678591,0.0001121775,0.00005002564],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"case_report","study_design_scores_codex":[0.003725592,0.001234285,0.05288215,0.001103458,0.0001042067,0.003559733,0.000889914,0.09703437,0.5720363,0.005704732,0.009499412,0.2522259],"study_design_scores_gemma":[0.0008053687,0.01564574,0.1914214,0.0002466626,0.000339574,0.003161983,0.002764141,0.1547962,0.4791039,0.00261493,0.1487694,0.0003307345],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9028115,0.0001617328,0.07055722,0.0001276171,0.00008546765,0.0009077467,0.001544766,0.001193553,0.02261045],"genre_scores_gemma":[0.9674138,0.00006929094,0.01823304,0.00002995387,0.000006773098,0.000269026,0.0006195381,0.00005838066,0.0133001],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009113865,"threshold_uncertainty_score":0.03048897,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ryan Veenstra","is_ca":true},{"name":"A. C. Grice","is_ca":false},{"name":"Murray Grabinsky","is_ca":false},{"name":"W.F. Bawden","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009319832500408496,"gpt":0.1821035183816082,"spread":0.1727836858811997,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000321352,0.0003621947,0.000375001,0.0001850556,0.000223099,0.0008094145,0.0004200478,0.0006174939,0.001800197],"category_scores_gemma":[0.0007064251,0.0001840683,0.0003607198,0.0001758012,0.0004496897,0.0005331811,0.0003111639,0.0005572134,0.0002331467],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004661526,"about_ca_system_score_gemma":0.0003103163,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003879218,"about_ca_topic_score_gemma":0.005017866,"domain_scores_codex":[0.9998104,0.00002262804,0.00001408487,0.00004175261,0.00007371252,0.00003756977],"domain_scores_gemma":[0.9996407,0.000142373,0.00006995406,0.00004789211,0.00007233907,0.00002671249],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0008089005,0.0005284867,0.03882735,0.0003216217,0.0000582049,0.001081295,0.0006372824,0.3715115,0.5557629,0.00174424,0.0003670813,0.02835117],"study_design_scores_gemma":[0.0000489149,0.003383162,0.0748293,0.00004684188,0.00009775496,0.0004729563,0.001419431,0.4320874,0.4823147,0.001434494,0.003763994,0.0001009259],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9954897,0.00009115639,0.002381807,0.00002840177,0.000008164395,0.00001421646,0.0001543321,0.00003562284,0.001796725],"genre_scores_gemma":[0.9984441,0.00007556853,0.0006685494,0.00000545299,0.000001350147,0.00000601835,0.00005223124,0.00001242349,0.0007342624],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003879218,"threshold_uncertainty_score":0.007713258,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367154902","doi":"10.36487/acg_repo/2355_55","title":"A case study on the commingling of tailings and waste rock at a Brownfields open cast mine in Ghana","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Mining Techniques and Economics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Tailings; Mining engineering; Open-pit mining; Geology; Waste management; Metallurgy; Engineering; Materials science","authors":[{"name":"Johan Boshoff","is_ca":true},{"name":"Louise McNab","is_ca":true},{"name":"Nathaniel Asifu Mensah","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05711705970696414,"gpt":0.2632051870230263,"spread":0.2060881273160621,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008115956,0.0004454462,0.0003888353,0.0008404969,0.005149058,0.001201277,0.001644847,0.002770358,0.004856708],"category_scores_gemma":[0.001898115,0.0003510433,0.0003371808,0.001103588,0.002278076,0.0009932682,0.001370876,0.001060674,0.0006740065],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002412051,"about_ca_system_score_gemma":0.001477447,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01697138,"about_ca_topic_score_gemma":0.07648777,"domain_scores_codex":[0.9989343,0.0004209136,0.00005225181,0.0001062608,0.0002409111,0.0002453707],"domain_scores_gemma":[0.9985858,0.0007242718,0.0001789735,0.00009108281,0.0001660556,0.0002538159],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"case_report","study_design_gemma":"case_report","study_design_scores_codex":[0.001196016,0.002673694,0.1067651,0.002002181,0.00009683117,0.5418586,0.1602525,0.01362341,0.04246276,0.01189937,0.006067144,0.1111023],"study_design_scores_gemma":[0.0001057221,0.003991468,0.1046835,0.001060048,0.00009231836,0.07575584,0.6714698,0.007242304,0.02678821,0.003790102,0.1049004,0.0001203999],"study_design_candidate":"case_report","study_design_consensus":"case_report","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9899405,0.0001884608,0.002039803,0.0005290455,0.00001816934,0.0002387719,0.000105148,0.00001231436,0.006927787],"genre_scores_gemma":[0.9813269,0.0004380424,0.004983422,0.0001400345,0.0000111002,0.00007264668,0.00006534876,0.00002276388,0.01293979],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01697138,"threshold_uncertainty_score":0.03374517,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Ignacio Bazán","is_ca":true},{"name":"Paul Ainsworth","is_ca":true},{"name":"Bruno Salvoldi","is_ca":true},{"name":"Rafael Cano Martin","is_ca":false},{"name":"Alfred J. López","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01364038628556962,"gpt":0.1960336008147843,"spread":0.1823932145292147,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004273735,0.0005724896,0.0006052578,0.0005672505,0.0002933295,0.0005770727,0.0003530875,0.0004943091,0.001262854],"category_scores_gemma":[0.0004561389,0.000260112,0.0004779504,0.0004345941,0.0002344712,0.0004485888,0.0004855062,0.0005201797,0.0004164919],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002992775,"about_ca_system_score_gemma":0.0002939829,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001489272,"about_ca_topic_score_gemma":0.003085415,"domain_scores_codex":[0.9995839,0.00007050557,0.00003234335,0.00007001629,0.0001770064,0.00006633867],"domain_scores_gemma":[0.9996932,0.0000387729,0.00009319247,0.00002589891,0.00009742161,0.0000516407],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.000578355,0.0001465758,0.0007740777,0.0001315657,0.00002407746,0.00007878127,0.00003274981,0.0002446534,0.9930786,0.0000166401,0.00002857301,0.004865317],"study_design_scores_gemma":[0.00001668771,0.001377952,0.006037274,0.00001523185,0.00003857362,0.0001194403,0.00006427825,0.000477594,0.9906476,0.00001431967,0.001181722,0.000009282706],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983736,0.0004105053,0.0006182225,0.00001445742,0.000007284593,0.00002088948,0.00006308701,0.00003273832,0.0004591861],"genre_scores_gemma":[0.9959318,0.0004270496,0.001835168,0.00002796756,0.000003467805,0.00002306166,0.0001237597,0.00002444437,0.001603246],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001489272,"threshold_uncertainty_score":0.004224658,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Andrew Copeland","is_ca":true},{"name":"Véronique Daigle","is_ca":true},{"name":"Andries Strauss","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01830290744090552,"gpt":0.2571843259248626,"spread":0.2388814184839571,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004720477,0.0004004166,0.0001857027,0.0008413827,0.001324568,0.003397319,0.0007047853,0.001319494,0.006484088],"category_scores_gemma":[0.005351909,0.0001527443,0.0002066708,0.001432666,0.002216208,0.002874871,0.001341283,0.0009163425,0.000332204],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003476003,"about_ca_system_score_gemma":0.0108872,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01723619,"about_ca_topic_score_gemma":0.03029191,"domain_scores_codex":[0.9976099,0.000945892,0.00008806754,0.0001419705,0.0005484645,0.0006656781],"domain_scores_gemma":[0.9939452,0.002031036,0.001496238,0.0002058414,0.001667687,0.0006539555],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.000594204,0.0004565655,0.08177603,0.008918311,0.0001691777,0.004895919,0.02390747,0.007513177,0.0464357,0.1643539,0.01344921,0.6475304],"study_design_scores_gemma":[0.00004706373,0.002135222,0.2330761,0.007639838,0.0002278332,0.002627064,0.1301571,0.00250835,0.01745086,0.03153236,0.5724688,0.0001294374],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6615661,0.03782639,0.009338545,0.156647,0.0005491156,0.000180858,0.0002681886,0.00007066735,0.133553],"genre_scores_gemma":[0.9746544,0.01352021,0.003224799,0.002917619,0.0001006616,0.00003313976,0.00004267454,0.0000123869,0.005494179],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01723619,"threshold_uncertainty_score":0.03427178,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Bryan Sanchez","is_ca":true},{"name":"Miguel Sutta","is_ca":true},{"name":"Julio Soto","is_ca":true},{"name":"Ivan Benites","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01015539346748386,"gpt":0.2036901881872486,"spread":0.1935347947197648,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003002594,0.0003573481,0.0003366136,0.0004534633,0.0002866996,0.000923404,0.0003474384,0.0005740722,0.001063069],"category_scores_gemma":[0.00062822,0.000250224,0.0004420053,0.0004168734,0.0004464604,0.0004929267,0.0003171448,0.0002551949,0.0001971008],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005447702,"about_ca_system_score_gemma":0.0004826314,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007660849,"about_ca_topic_score_gemma":0.009245235,"domain_scores_codex":[0.9998384,0.00001635485,0.00001002636,0.00004465514,0.00005548626,0.0000350651],"domain_scores_gemma":[0.999721,0.0001163085,0.00005221213,0.00002703635,0.00005727756,0.00002609256],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0006680784,0.0002984709,0.09899357,0.0002491457,0.0001026317,0.001243311,0.001059594,0.6108392,0.2550971,0.001246398,0.0002596728,0.02994274],"study_design_scores_gemma":[0.00003947348,0.0006965796,0.1214681,0.0000413832,0.00007685381,0.0002951549,0.0009946096,0.780242,0.09371604,0.000938318,0.001407845,0.00008361278],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9964327,0.00003097567,0.002917473,0.000006531601,0.000002159399,0.000009233216,0.00008029208,0.00003071698,0.0004900304],"genre_scores_gemma":[0.9987858,0.00003166846,0.0007348678,0.00000221936,5.092572e-7,0.000005099875,0.00007479966,0.000008906622,0.000356288],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007660849,"threshold_uncertainty_score":0.0152325,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367155122","doi":"10.36487/acg_repo/2355_57","title":"Throttling a cemented paste backfill underground distribution system","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Bandwidth throttling; Geotechnical engineering; Environmental science; Petroleum engineering; Geology; Engineering; Mechanical engineering","authors":[{"name":"Ryan Veenstra","is_ca":true},{"name":"Alan Rosewall","is_ca":true},{"name":"Hamish Rose","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00786249951448193,"gpt":0.1745588329919382,"spread":0.1666963334774562,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003227406,0.0003552597,0.0003316111,0.0005109281,0.0007872116,0.0005787817,0.0007637158,0.0004517085,0.007884371],"category_scores_gemma":[0.0006431374,0.0002606339,0.0002696668,0.000282781,0.0004350249,0.0006430721,0.0005601379,0.0004959506,0.001322838],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009539979,"about_ca_system_score_gemma":0.001059032,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004497212,"about_ca_topic_score_gemma":0.005212829,"domain_scores_codex":[0.9995911,0.00005842328,0.00002508844,0.00006124606,0.0001960635,0.00006810821],"domain_scores_gemma":[0.9996769,0.00006358138,0.00004359553,0.00004818458,0.0001274258,0.00004027289],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0009641267,0.0002819609,0.006983281,0.000537188,0.00003461148,0.001437096,0.001203598,0.05615571,0.7224482,0.005471704,0.003194842,0.2012876],"study_design_scores_gemma":[0.0003839612,0.003537436,0.01784486,0.000108217,0.000119162,0.001387768,0.000769993,0.2357532,0.6928266,0.001643731,0.04541644,0.0002085129],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.735085,0.0001242751,0.238743,0.0003024626,0.0000731182,0.0006684861,0.0003539013,0.007084147,0.01756565],"genre_scores_gemma":[0.9731219,0.00004351447,0.0197265,0.00002770375,0.0000105389,0.00006364936,0.00009049557,0.0001135441,0.00680211],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007884371,"threshold_uncertainty_score":0.02637589,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4367154871","doi":"10.36487/acg_repo/2355_23","title":"Evaluation of automatic polymer dosing control to optimise the performance of belt presses","year":2023,"lang":"en","type":"article","venue":"Paste/Paste","topic":"Belt Conveyor Systems Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Banff Centre; Geomechanica (Canada); University of Alberta","funders":"","keywords":"Dosing; Computer science; Control (management); Automotive engineering; Engineering; Chemistry; Artificial intelligence","authors":[{"name":"Jeremy Adam Koenig","is_ca":true},{"name":"Andrew Dowd","is_ca":false},{"name":"J. W. Ballantyne","is_ca":false},{"name":"Russell Schroeter","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0180580069226191,"gpt":0.2343934936991703,"spread":0.2163354867765512,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002682927,0.0008686127,0.0006072564,0.000893641,0.0003255739,0.001267188,0.001416762,0.0008684302,0.00199434],"category_scores_gemma":[0.008540385,0.000359149,0.0004829321,0.000471594,0.0004804271,0.0008885302,0.0005370342,0.0006100357,0.0005232958],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000542362,"about_ca_system_score_gemma":0.0005406641,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001637881,"about_ca_topic_score_gemma":0.001101707,"domain_scores_codex":[0.9978583,0.0003230776,0.000259109,0.0003529724,0.001032619,0.0001739275],"domain_scores_gemma":[0.9948586,0.00199304,0.0009206628,0.0004563022,0.001536357,0.0002350274],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.005356855,0.00414838,0.008768308,0.001587315,0.00009665069,0.000180179,0.0003517035,0.04218658,0.7160544,0.0006255691,0.0008688741,0.2197752],"study_design_scores_gemma":[0.0003378194,0.03298219,0.02058929,0.00008563838,0.0001969103,0.0002209874,0.0001840243,0.1040323,0.8333036,0.0002602123,0.007695208,0.0001117664],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9690801,0.001386015,0.02522551,0.0001663974,0.0001605116,0.0005046473,0.0002650395,0.0008280881,0.002383724],"genre_scores_gemma":[0.9763792,0.0005059013,0.02079534,0.00006572263,0.00002811835,0.0001631871,0.0001956422,0.00008926222,0.001777546],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002682927,"threshold_uncertainty_score":0.01418883,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}