{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":39,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":39,"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":"208d38897a51","filters":{"venue":"Deep mining"}},"results":[{"id":"W2884680584","doi":"10.36487/acg_repo/711_28","title":"Roofex® –Results of Laboratory Testing of a New Concept of Yieldable Tendon","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Computer science","authors":[{"name":"François Charette","is_ca":false},{"name":"M Plouffe","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01766812103933538,"gpt":0.2209038375438727,"spread":0.2032357165045373,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001639017,0.0004839824,0.0002859568,0.0004084308,0.0002622876,0.0004462558,0.00106336,0.0007368944,0.003614614],"category_scores_gemma":[0.002827734,0.0001975009,0.0003500768,0.0001819494,0.0008585655,0.0008107732,0.0006187456,0.0003819546,0.00084386],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001970371,"about_ca_system_score_gemma":0.0002430254,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003784102,"about_ca_topic_score_gemma":0.000454731,"domain_scores_codex":[0.9987893,0.0001815558,0.00005873975,0.0002013035,0.0006080967,0.0001611374],"domain_scores_gemma":[0.9974812,0.0006196292,0.000324009,0.0005139268,0.0007927305,0.0002684833],"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":[0.00105769,0.00103146,0.001870569,0.0001963057,0.00003731366,0.0005090177,0.0003717855,0.008323417,0.9572533,0.0009838004,0.0005074964,0.02785777],"study_design_scores_gemma":[0.0002096057,0.02854082,0.01044597,0.00008184093,0.00006700641,0.0008543081,0.000586728,0.03331036,0.9207911,0.0005261809,0.004529827,0.00005620256],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9753174,0.0001541716,0.02237649,0.00003005729,0.00004560977,0.00005862502,0.0001513413,0.0001916032,0.001674707],"genre_scores_gemma":[0.9857864,0.0001013366,0.01016187,0.00001847383,0.000006289114,0.00004125082,0.000218007,0.00003729631,0.003629036],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003614614,"threshold_uncertainty_score":0.01209205,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2607674700","doi":"10.36487/acg_rep/1410_28_garza-cruz","title":"Use of 3DEC to study spalling and deformation associated with tunnelling at depth","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Laurentian University","funders":"","keywords":"Spall; Quantum tunnelling; Deformation (meteorology); Geology; Materials science; Computer science; Composite material; Optoelectronics","authors":[{"name":"Tryana Garza-Cruz","is_ca":true},{"name":"Matthew Pierce","is_ca":true},{"name":"Peter Kaiser","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03423621609520035,"gpt":0.2472626602768492,"spread":0.2130264441816489,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002817908,0.0005176475,0.0005379485,0.0003522492,0.000422249,0.0007309644,0.0006478347,0.001120096,0.001797793],"category_scores_gemma":[0.0007855934,0.0003697119,0.0004794231,0.000405601,0.00045188,0.0003452703,0.0006452165,0.000650314,0.0001982144],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005253389,"about_ca_system_score_gemma":0.0008264615,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008513561,"about_ca_topic_score_gemma":0.008163917,"domain_scores_codex":[0.9999148,0.00001824589,0.000007232506,0.00001595574,0.00002540017,0.00001837837],"domain_scores_gemma":[0.9994007,0.0003064326,0.0000865622,0.00006263054,0.00008877686,0.00005478854],"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":[0.00005910898,0.00007437239,0.004933423,0.00006203933,0.00001913283,0.0001287152,0.0000875085,0.9851804,0.004936438,0.001582877,0.0001922931,0.002743752],"study_design_scores_gemma":[0.00001056218,0.00004173366,0.0007992964,0.000006361435,0.000004404798,0.00002852335,0.00003352946,0.9970205,0.001215879,0.0002502052,0.0005804821,0.000008486489],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9253521,0.000156191,0.06002231,0.0001846609,0.00006310954,0.00009797012,0.001385632,0.0006290833,0.01210898],"genre_scores_gemma":[0.9523377,0.0001364098,0.04471301,0.00006866368,0.000008790542,0.0001514082,0.0006068052,0.00009905974,0.001878112],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008513561,"threshold_uncertainty_score":0.01692802,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2883292047","doi":"10.36487/acg_repo/711_25","title":"The Weakest Link - Ground Support Observations at Some Canadian Shield Hard Rock Mines","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Shotcrete; Stoping; Underground mining (soft rock); Rock mass classification; Stiffness; Rebar; Geotechnical engineering; Shield; Mining engineering; Geology; Structural engineering; Engineering; Coal mining","authors":[{"name":"Bradford Simser","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03338170956150104,"gpt":0.2200401735412283,"spread":0.1866584639797272,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000447325,0.0004326791,0.0003717519,0.001904267,0.005904964,0.000965553,0.001270411,0.0009776424,0.002867003],"category_scores_gemma":[0.001147081,0.0003229318,0.0002043999,0.001690707,0.001399195,0.0004266333,0.001064955,0.001013067,0.0004707109],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01147445,"about_ca_system_score_gemma":0.01272437,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9534423,"about_ca_topic_score_gemma":0.993197,"domain_scores_codex":[0.99886,0.00002634838,0.00001970538,0.00009723446,0.0007403154,0.0002564657],"domain_scores_gemma":[0.9987178,0.0000658878,0.0001164843,0.0000457132,0.000801713,0.0002524738],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0008934773,0.0003037003,0.7793083,0.0004690703,0.0001233312,0.01126102,0.0304606,0.002741265,0.03725483,0.002387216,0.04131229,0.09348483],"study_design_scores_gemma":[0.00001391022,0.0001203502,0.9450756,0.00007587633,0.00002500416,0.0005662981,0.01682647,0.0007450077,0.002035324,0.000189276,0.03426973,0.00005721664],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9664274,0.0002168797,0.0004228392,0.0011283,0.00003072634,0.00007496413,0.001725507,0.00008809932,0.02988515],"genre_scores_gemma":[0.9776043,0.0002609877,0.001073955,0.0003301268,0.00001495631,0.00002523499,0.0009049551,0.00002407542,0.01976154],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04655772,"threshold_uncertainty_score":0.09366375,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3093522193","doi":"10.36487/acg_repo/1074_24","title":"Development of a fully debonded cone bolt for rockburst support","year":2010,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Hudbay Minerals (Canada); Centre for Excellence in Mining Innovation; Laurentian University","funders":"Goldcorp","keywords":"Cone (formal languages); Grout; Structural engineering; Rock bolt; Materials science; Borehole; Geology; Computer science; Composite material; Geotechnical engineering; Engineering","authors":[{"name":"Ming Cai","is_ca":true},{"name":"D. Champaigne","is_ca":true},{"name":"Peter K. Kaiser","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009013138629686857,"gpt":0.2025918777360509,"spread":0.1935787391063641,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004764659,0.0005453138,0.0004317772,0.0007744882,0.0002199429,0.000631204,0.001034768,0.0006597844,0.001667914],"category_scores_gemma":[0.001111706,0.0003943513,0.0003583213,0.0004104152,0.0002149953,0.0007872409,0.0004796917,0.0009001045,0.001066181],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000312353,"about_ca_system_score_gemma":0.0006616218,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004474112,"about_ca_topic_score_gemma":0.000828308,"domain_scores_codex":[0.9991747,0.00003328919,0.00004424677,0.00008145774,0.0006099283,0.00005640094],"domain_scores_gemma":[0.9992301,0.0000555747,0.000150906,0.00007581483,0.0003793078,0.0001082851],"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":[0.000133194,0.0001358616,0.001286201,0.0004916395,0.00002982651,0.001124967,0.0001416425,0.003272524,0.8374416,0.001788004,0.001793003,0.1523616],"study_design_scores_gemma":[0.000154097,0.005519851,0.01589756,0.000254101,0.00008393677,0.007898564,0.0001216683,0.03178191,0.7657758,0.0008485924,0.1714309,0.0002331441],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3367082,0.005436337,0.6315115,0.0005573922,0.001247888,0.001742106,0.0006477534,0.003494664,0.01865417],"genre_scores_gemma":[0.5786679,0.002627008,0.398644,0.0002949196,0.0001642618,0.0004074752,0.0009727126,0.0004457033,0.01777598],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001667914,"threshold_uncertainty_score":0.00557971,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2884996795","doi":"10.36487/acg_repo/711_26","title":"Overview of Dynamic Testing of Ground Support","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Université Laval; Geomechanica (Canada)","funders":"","keywords":"Computer science; Dynamic testing; Systems engineering; Engineering; Software engineering","authors":[{"name":"John Hadjigeorgiou","is_ca":true},{"name":"Yves Potvin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04232896049850117,"gpt":0.2700351419640861,"spread":0.227706181465585,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00153268,0.001083437,0.001394812,0.003806891,0.0004275505,0.001491379,0.001690057,0.001165529,0.002830244],"category_scores_gemma":[0.001782677,0.0005910782,0.000570391,0.002431884,0.0006634946,0.001774736,0.0008354154,0.0007105715,0.001863878],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007809039,"about_ca_system_score_gemma":0.001129715,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00194662,"about_ca_topic_score_gemma":0.001514222,"domain_scores_codex":[0.9976364,0.0003404305,0.0001807151,0.0002946226,0.001453024,0.00009474254],"domain_scores_gemma":[0.9982002,0.0007120006,0.0001467882,0.0001144435,0.0007705143,0.00005602631],"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":[0.0001317778,0.00009260972,0.001885734,0.00714663,0.00006349737,0.0003243219,0.0001555418,0.007240823,0.03433684,0.009435963,0.009368467,0.9298178],"study_design_scores_gemma":[0.00004475733,0.001161813,0.006613292,0.003541429,0.0001775807,0.005114391,0.0004400185,0.01433738,0.04376183,0.01928336,0.9053414,0.0001827497],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"methods","genre_scores_codex":[0.01035609,0.6334199,0.3064027,0.001271413,0.001147958,0.0004079434,0.0006890016,0.0008945574,0.04541041],"genre_scores_gemma":[0.1082018,0.7102932,0.1577627,0.001238076,0.001574461,0.0006560526,0.001657383,0.0002299822,0.01838635],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.003806891,"threshold_uncertainty_score":0.009468079,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2613995254","doi":"10.36487/acg_repo/711_27","title":"In-Situ Dynamic Testing of Ground Support Using Simulated Rockbursts","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"AngloGold Ashanti; Kalgoorlie Consolidated Gold Mines; Minerals and Energy Research Institute of Western Australia; Newcrest Mining; Barrick Gold Corporation","keywords":"In situ; Computer science; Geology; Chemistry","authors":[{"name":"Daniel Heal","is_ca":false},{"name":"Yves Potvin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02551772309206653,"gpt":0.262791099057545,"spread":0.2372733759654785,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004729209,0.0004305727,0.0004711705,0.0004023067,0.0002996186,0.0003098111,0.0008747939,0.0005941874,0.001526233],"category_scores_gemma":[0.001669655,0.0002453307,0.0002654268,0.0003158537,0.0005607907,0.0003989152,0.000625673,0.0003465026,0.0002500036],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003119394,"about_ca_system_score_gemma":0.0002564672,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003023077,"about_ca_topic_score_gemma":0.005453034,"domain_scores_codex":[0.9995683,0.00006160433,0.00003662247,0.0000532606,0.0001984528,0.00008181688],"domain_scores_gemma":[0.998758,0.000481892,0.0001364481,0.0001916599,0.0002780257,0.0001539944],"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":[0.004000297,0.001564486,0.047604,0.0004251532,0.0001499378,0.001487163,0.001857862,0.3550093,0.5510033,0.000490054,0.0007886941,0.0356197],"study_design_scores_gemma":[0.0003131084,0.01126178,0.07763438,0.00005683892,0.00009248401,0.000511847,0.001478538,0.547619,0.3582025,0.0005608454,0.002188274,0.00008031962],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981465,0.000008558324,0.001361631,0.000008154091,0.000003162216,0.00001389292,0.00008646643,0.00002552253,0.0003459756],"genre_scores_gemma":[0.9990529,0.00001221247,0.0005552887,0.000003851337,7.092909e-7,0.00001189894,0.00009052188,0.000003547646,0.0002689264],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003023077,"threshold_uncertainty_score":0.006011009,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2611128884","doi":"10.36487/acg_rep/1704_40_rogers","title":"Integrating photogrammetry and discrete fracture network modelling for improved conditional simulation of underground wedge stability","year":2017,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Wedge (geometry); Photogrammetry; Computer science; Stability (learning theory); Geology; Computer graphics (images); Artificial intelligence; Machine learning; Geometry; Mathematics","authors":[{"name":"S. Rogers","is_ca":true},{"name":"Rob Bewick","is_ca":true},{"name":"Andrés Brzovic","is_ca":false},{"name":"David Gaudreau","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03044007552788879,"gpt":0.2668136477072884,"spread":0.2363735721793996,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007033994,0.0004804161,0.0004970415,0.0005810241,0.0003157029,0.0007723958,0.0009143924,0.001214244,0.001632282],"category_scores_gemma":[0.002347454,0.0005071614,0.0006728285,0.0005337567,0.0009402318,0.0008288125,0.0007115344,0.0008051363,0.0002094122],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001091534,"about_ca_system_score_gemma":0.0009289622,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0176914,"about_ca_topic_score_gemma":0.01676396,"domain_scores_codex":[0.9997684,0.00007546842,0.00001367843,0.00004837363,0.00007225144,0.00002183373],"domain_scores_gemma":[0.9990138,0.0006363083,0.0001296188,0.000103773,0.00008129525,0.00003515587],"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":[0.000002719793,0.000003928263,0.0002180149,0.000003723769,0.000001868527,0.000008741878,0.000009561883,0.9971813,0.0002039696,0.001351992,0.00002478412,0.0009894785],"study_design_scores_gemma":[6.144168e-7,0.000001070455,0.00003292913,6.371101e-7,3.597322e-7,0.000001907955,0.000001389675,0.9993955,0.00006071283,0.0004555135,0.00004815636,0.000001221551],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07946578,0.00006962357,0.9160108,0.0001620836,0.00003239563,0.00003430129,0.0001664725,0.0003943656,0.003664127],"genre_scores_gemma":[0.8944157,0.0001040937,0.1029856,0.00004389364,0.00001446929,0.0001035828,0.0001371624,0.0001027056,0.002092639],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0176914,"threshold_uncertainty_score":0.03517687,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2609470496","doi":"10.36487/acg_rep/1410_09_hadjigeorgiou","title":"The influence of change in mining and ground support practice on the frequency and severity of rockbursts","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Vale (Canada); University of Toronto","funders":"","keywords":"Computer science; Geology","authors":[{"name":"Philippe Morissette","is_ca":true},{"name":"John Hadjigeorgiou","is_ca":false},{"name":"Allan Punkkinen","is_ca":false},{"name":"Damodara Chinnasane","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01527490313738795,"gpt":0.2232324609745484,"spread":0.2079575578371604,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001193831,0.0001319857,0.0002321039,0.0009484306,0.0002978298,0.0008898549,0.0004281719,0.0005147593,0.001656699],"category_scores_gemma":[0.007731864,0.0001341313,0.0001903888,0.0007951811,0.0008075886,0.0004192633,0.0006191983,0.0003738168,0.0002232494],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005625678,"about_ca_system_score_gemma":0.0004226559,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01503065,"about_ca_topic_score_gemma":0.03090016,"domain_scores_codex":[0.9989981,0.0003062621,0.00008916339,0.0002053959,0.0002037625,0.0001972715],"domain_scores_gemma":[0.9903817,0.003891351,0.003631407,0.0003860925,0.0009796656,0.0007297738],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001574217,0.00005295391,0.9922482,0.00001349405,0.00004419818,0.0001455535,0.0004129859,0.0002887933,0.001405183,0.00003632905,0.0000595172,0.005135532],"study_design_scores_gemma":[3.995137e-7,0.00003999037,0.9995168,0.000001724536,0.000002421931,0.00003092489,0.0002232661,0.00007757801,0.00004322457,0.000003777237,0.00005882684,0.00000105873],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994076,0.00006065402,0.00003348572,0.00002535252,0.000001517795,0.000002690124,0.00006637665,0.000001608726,0.0004006322],"genre_scores_gemma":[0.9997082,0.00003252961,0.00002765031,0.000005685497,0.000002631954,0.000001459604,0.00005612862,8.085103e-7,0.0001648287],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01503065,"threshold_uncertainty_score":0.02988631,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3097697574","doi":"10.36487/acg_repo/1074_22","title":"Field behaviour of hybrid bolt at LaRonde Mine","year":2010,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Agnico Eagle (Canada)","funders":"","keywords":"Field (mathematics); Computer science; Mining engineering; Environmental science; Engineering","authors":[{"name":"Pascal Turcotte","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004301835744110967,"gpt":0.1829708634317836,"spread":0.1786690276876726,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002433767,0.0002213408,0.000295397,0.0006442938,0.0008550138,0.0005762782,0.0005097137,0.0004838645,0.003397753],"category_scores_gemma":[0.0007365096,0.0001627899,0.0001597863,0.0002697691,0.0003029098,0.0003019198,0.0004342021,0.0004780186,0.0008300482],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008468085,"about_ca_system_score_gemma":0.000402794,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0300711,"about_ca_topic_score_gemma":0.1012234,"domain_scores_codex":[0.999853,0.000013105,0.000003270356,0.00003489022,0.00005743106,0.00003829183],"domain_scores_gemma":[0.9992458,0.0001098312,0.00004767659,0.00003418746,0.0003067283,0.0002558925],"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":[0.006816796,0.002670287,0.3861599,0.0002339391,0.0001617175,0.003493251,0.006849748,0.01798694,0.4744056,0.0006141594,0.01571119,0.08489647],"study_design_scores_gemma":[0.0001641948,0.004339541,0.9213253,0.00008971718,0.00007333713,0.0004648937,0.006195435,0.02908907,0.02411166,0.0002443744,0.0138311,0.00007139316],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9955714,0.00002520674,0.0001815375,0.00003804341,0.00000783761,0.00001906368,0.0002107266,0.00008144833,0.003864737],"genre_scores_gemma":[0.9952378,0.00002637223,0.0003108032,0.00003924507,0.000003326063,0.00001498466,0.0004079602,0.00001421555,0.003945304],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0300711,"threshold_uncertainty_score":0.05979216,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2886755160","doi":"10.36487/acg_repo/711_15","title":"The Development and Implementation of a Comprehensive Seismic Risk Management Plan at Agnico-Eagle's LaRonde Mine","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Agnico Eagle (Canada)","funders":"","keywords":"Eagle; Plan (archaeology); Risk management; Computer science; Development plan; Risk analysis (engineering); Mining engineering; Geology; Business; Engineering; Civil engineering","authors":[{"name":"Frederic Mercier-Langevin","is_ca":true},{"name":"Marty Hudyma","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008466150346599791,"gpt":0.2168733560570446,"spread":0.2084072057104448,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00621256,0.0004217335,0.0002762746,0.001605558,0.001514203,0.002308886,0.001206718,0.001007194,0.001388203],"category_scores_gemma":[0.006808947,0.0003552855,0.0002098843,0.0004622664,0.0007534569,0.001086578,0.002387288,0.000840804,0.0004169744],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004319454,"about_ca_system_score_gemma":0.01858022,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01141649,"about_ca_topic_score_gemma":0.01668242,"domain_scores_codex":[0.9957535,0.001272054,0.0004068215,0.0003209534,0.001692491,0.0005541628],"domain_scores_gemma":[0.9964868,0.0004818281,0.0005924416,0.0002908695,0.001438659,0.0007095073],"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":[0.0002820618,0.001799796,0.02343852,0.0005050563,0.00005260991,0.002233611,0.007532429,0.1520299,0.03371563,0.02486023,0.01408258,0.7394676],"study_design_scores_gemma":[0.0006153248,0.01009928,0.1468473,0.001550091,0.0001959991,0.002059188,0.03324563,0.3836824,0.07261839,0.03210188,0.3164905,0.0004940489],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6496119,0.0006489731,0.2580138,0.008732663,0.0001532322,0.01424562,0.000620319,0.003108308,0.06486513],"genre_scores_gemma":[0.6169415,0.0004999415,0.3592142,0.0004401645,0.000034804,0.002951286,0.001239157,0.0000648104,0.01861424],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01141649,"threshold_uncertainty_score":0.03285557,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3097742991","doi":"10.36487/acg_repo/1074_23","title":"Dynamic performance of the D-Bolt","year":2010,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Rock bolt; Grout; Structural engineering; Bar (unit); Geotechnical engineering; Borehole; Drop test; Cement; Materials science; Engineering; Geology; Composite material","authors":[{"name":"Charlie C. Li","is_ca":false},{"name":"François Charette","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005129662749301013,"gpt":0.187360366694851,"spread":0.18223070394555,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004003746,0.0007655188,0.0005064307,0.001434392,0.000406913,0.0007117053,0.0008244967,0.0005496413,0.01283119],"category_scores_gemma":[0.001024029,0.0002502862,0.0004253022,0.0009893794,0.0003760889,0.0008113609,0.0008684943,0.0005878258,0.003727374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005452486,"about_ca_system_score_gemma":0.0002945255,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001154801,"about_ca_topic_score_gemma":0.001128821,"domain_scores_codex":[0.9993174,0.00002829428,0.00003097087,0.0001183777,0.0003704655,0.0001345211],"domain_scores_gemma":[0.9993681,0.0001115528,0.00006982144,0.00007537728,0.0002587463,0.0001163762],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00189741,0.0003069006,0.01047707,0.0004866438,0.00007138081,0.0007039456,0.000567833,0.01057318,0.8660671,0.0008155223,0.003049047,0.1049841],"study_design_scores_gemma":[0.000112181,0.006858983,0.06145532,0.0001051366,0.0001107208,0.001020325,0.0006473374,0.01961466,0.8775783,0.0002993763,0.03207105,0.0001267512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9681303,0.001456507,0.009475803,0.0001363298,0.0001858913,0.00008940283,0.001432686,0.0008602064,0.01823282],"genre_scores_gemma":[0.9854596,0.000336868,0.001159842,0.00005132481,0.00001592533,0.0000253638,0.001104932,0.00009228005,0.01175375],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01283119,"threshold_uncertainty_score":0.04292458,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3103657590","doi":"10.36487/acg_repo/1074_41","title":"Strategies for mining in highly burst-prone ground conditions at Vale Garson Mine","year":2010,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Vale (Canada)","funders":"","keywords":"Computer science; Mining engineering; Environmental science; Geology","authors":[{"name":"Xiaolin Yao","is_ca":true},{"name":"Lindsay Moreau-Verlaan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01189759817854444,"gpt":0.2208619879826762,"spread":0.2089643898041318,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003354107,0.0003842117,0.0001723844,0.0007733959,0.001426958,0.001167617,0.001175546,0.001060803,0.002930067],"category_scores_gemma":[0.000505281,0.0001259268,0.0001420232,0.0004262839,0.0004356138,0.0004149566,0.001667432,0.0003024923,0.0006025192],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007745167,"about_ca_system_score_gemma":0.00338198,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007965935,"about_ca_topic_score_gemma":0.04716833,"domain_scores_codex":[0.9997624,0.00005339036,0.00001206717,0.00002152759,0.00004096252,0.0001096563],"domain_scores_gemma":[0.9998227,0.00001557007,0.00003992524,0.000007455314,0.00003561388,0.0000788126],"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":[0.0005362436,0.001150696,0.1361669,0.001389894,0.0001003675,0.0092366,0.007803478,0.0101444,0.06501836,0.009526598,0.0164355,0.7424908],"study_design_scores_gemma":[0.0002465256,0.006322534,0.5058274,0.00239959,0.0002455794,0.008015052,0.1242635,0.01781074,0.02963187,0.02571997,0.2793721,0.0001450224],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9235752,0.003142513,0.01413035,0.01315225,0.0001337207,0.0006337074,0.0001071651,0.0002618782,0.04486313],"genre_scores_gemma":[0.9750553,0.001921835,0.009082405,0.0004206026,0.00002592668,0.0001275249,0.00009531086,0.00001232882,0.01325863],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007965935,"threshold_uncertainty_score":0.0158391,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2623082052","doi":"10.36487/acg_rep/1410_14_boeg-jensen","title":"The operational and laboratory aspects of a thin spray-on liner","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Transportation Safety and Impact Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Sudbury","funders":"","keywords":"Materials science; Environmental science; Computer science; Process engineering; Engineering","authors":[{"name":"Patricia Boeg-Jensen","is_ca":true},{"name":"G. Swan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004930476254528211,"gpt":0.2006072601396136,"spread":0.1956767838850854,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009102564,0.000424985,0.0002476238,0.0002793238,0.0003356857,0.0004759441,0.0006222768,0.0005498399,0.001700601],"category_scores_gemma":[0.0009221177,0.0001471747,0.0002629509,0.0001593887,0.0005009032,0.0005599719,0.0004761531,0.000546491,0.0006841994],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002812811,"about_ca_system_score_gemma":0.0002918752,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000472001,"about_ca_topic_score_gemma":0.0006644644,"domain_scores_codex":[0.9989875,0.0002176093,0.00006899224,0.0001426571,0.0004857839,0.00009756531],"domain_scores_gemma":[0.999245,0.0001092921,0.0001854496,0.0001524835,0.0002279266,0.00007986049],"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":[0.0002024003,0.0002796284,0.001214961,0.0001254247,0.000005314478,0.0002013714,0.0001963842,0.0005344009,0.9883488,0.0001941344,0.0001380082,0.008559068],"study_design_scores_gemma":[0.00003315599,0.008179303,0.005756768,0.00002575404,0.00001797747,0.000517297,0.0004470186,0.001556167,0.9774653,0.000113964,0.005862764,0.00002453969],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9779052,0.0002046844,0.01789185,0.0001579452,0.00003926209,0.0004669009,0.0002672624,0.0002311345,0.002835728],"genre_scores_gemma":[0.9641824,0.0002007261,0.03136637,0.00005667551,0.00001525514,0.0002534491,0.0002405625,0.00003794968,0.003646477],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001700601,"threshold_uncertainty_score":0.005689085,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2612159276","doi":"10.36487/acg_rep/1410_19_yao","title":"Examples of ground support practice in challenging ground conditions at Vale’s deep operations in Sudbury","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Vale (Canada)","funders":"","keywords":"Geology; Computer science","authors":[{"name":"Xiaolin Yao","is_ca":true},{"name":"Anneta Sampson-Forsythe","is_ca":false},{"name":"Allan Punkkinen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01324775874324676,"gpt":0.2341656612328086,"spread":0.2209179024895619,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005754379,0.0004066777,0.0002140418,0.0008775092,0.007148033,0.002264577,0.001325631,0.001402826,0.01153944],"category_scores_gemma":[0.00115419,0.0002994379,0.0002350713,0.001128613,0.002455283,0.001020121,0.002502192,0.001626477,0.001402328],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003986918,"about_ca_system_score_gemma":0.004909888,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1946936,"about_ca_topic_score_gemma":0.6217356,"domain_scores_codex":[0.9988766,0.0001316145,0.00002906946,0.0001457454,0.0003676642,0.00044924],"domain_scores_gemma":[0.9992685,0.0001017414,0.00007003982,0.00007469542,0.0001556651,0.0003293442],"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":[0.0007860834,0.001151409,0.2278095,0.000972061,0.0001348668,0.07949612,0.1016364,0.01687235,0.04006778,0.03926837,0.1244687,0.3673364],"study_design_scores_gemma":[0.00005085533,0.000830257,0.2852812,0.0006262672,0.00002950408,0.008102317,0.2410576,0.00486627,0.003426357,0.004605886,0.4509127,0.0002108702],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.840903,0.0009064904,0.004563178,0.002902949,0.0002966597,0.0002015529,0.001104852,0.0002661523,0.1488551],"genre_scores_gemma":[0.950937,0.0005511702,0.004762878,0.0002941669,0.00003659635,0.00004954461,0.000670197,0.00006720444,0.04263124],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8053064,"threshold_uncertainty_score":0.3871207,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2625237348","doi":"10.36487/acg_rep/1410_52_wang","title":"Wave propagation simulation in underground mines by SPECFEM2D","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Laurentian University","funders":"","keywords":"Excavation; Geology; Seismology; Seismic wave; Slip (aerodynamics); Seismic velocity; Mining engineering; Geotechnical engineering; Engineering","authors":[{"name":"Xin Wang","is_ca":true},{"name":"Ming Cai","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01772558442435087,"gpt":0.2201303652772943,"spread":0.2024047808529434,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002172457,0.000426788,0.0003176926,0.0003697798,0.0002815803,0.000531889,0.0005441225,0.001074605,0.002309081],"category_scores_gemma":[0.0007509478,0.0002396745,0.000423345,0.0004223876,0.0003080451,0.0003067033,0.0004198142,0.0004296559,0.0002221576],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002209118,"about_ca_system_score_gemma":0.0004168051,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009832047,"about_ca_topic_score_gemma":0.006734839,"domain_scores_codex":[0.9999256,0.0000195448,0.000004354004,0.00000904317,0.0000233367,0.00001800766],"domain_scores_gemma":[0.9996431,0.0002124158,0.00003572473,0.0000216007,0.00006077753,0.00002640109],"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":[0.00008147775,0.00006352293,0.004598814,0.00004051484,0.0000148541,0.0002020398,0.00009245424,0.9840279,0.002676182,0.001341496,0.0005225787,0.006338159],"study_design_scores_gemma":[0.000005648104,0.000007320128,0.0002952307,0.000001940488,0.000001159712,0.00001006374,0.00001762611,0.9992581,0.0001901361,0.00008863722,0.0001221004,0.00000202692],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8718385,0.0001455875,0.1122767,0.0002861839,0.00005137257,0.00005188943,0.000971607,0.0007034838,0.01367485],"genre_scores_gemma":[0.9786717,0.00009730578,0.01866654,0.00003845629,0.000007414046,0.00004378134,0.0004689476,0.00005630069,0.001949514],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009832047,"threshold_uncertainty_score":0.01954967,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2615221133","doi":"10.36487/acg_rep/1410_02_townend","title":"Mitigation strategies for mining in high stress sill pillars at Coleman Mine – a case study","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","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":"Vale (Canada)","funders":"","keywords":"Sill; Geology; Mining engineering; Copper mine; Pillar; Underground mining (soft rock); Stress (linguistics); Geotechnical engineering; Geochemistry; Copper; Engineering; Archaeology; Coal mining; Geography","authors":[{"name":"Steve Townend","is_ca":true},{"name":"Anneta Sampson-Forsythe","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008797941372377207,"gpt":0.2138360287118517,"spread":0.2050380873394745,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004701172,0.0005258447,0.0002886907,0.0008310094,0.002049955,0.001013757,0.001426673,0.001819093,0.001878689],"category_scores_gemma":[0.0008826106,0.0002511748,0.0003671059,0.0007095839,0.0007418455,0.0004915557,0.0008119631,0.0005238705,0.0002393055],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001915899,"about_ca_system_score_gemma":0.00235568,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0403934,"about_ca_topic_score_gemma":0.1287152,"domain_scores_codex":[0.9995046,0.0001238431,0.00001785465,0.00004418808,0.0001298402,0.0001796952],"domain_scores_gemma":[0.9994913,0.0001358112,0.0001161381,0.00003072963,0.000106587,0.0001192876],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"case_report","study_design_scores_codex":[0.001214236,0.003988236,0.1835287,0.001712132,0.0003415103,0.08638685,0.01570798,0.2395852,0.09909252,0.01641885,0.01199645,0.3400273],"study_design_scores_gemma":[0.0005675888,0.00918327,0.3040349,0.0009158584,0.0005388104,0.01522441,0.1274318,0.3358126,0.06445437,0.01007256,0.1313542,0.0004098195],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9774054,0.0004367245,0.006104889,0.0008177846,0.00001477604,0.0003410176,0.00006929796,0.00007549691,0.01473454],"genre_scores_gemma":[0.988079,0.0003494675,0.007300681,0.00005094296,0.000005851988,0.00005722773,0.00004843616,0.000006917609,0.004101412],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0403934,"threshold_uncertainty_score":0.0803166,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2624788559","doi":"10.36487/acg_rep/1410_32_shnorhokian","title":"Assessment of stope sequence alternatives in a diminishing ore pillar","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","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":"McGill University; Vale (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Pillar; Mining engineering; Sequence (biology); Geotechnical engineering; Brittleness; Rock mass classification; Shear (geology); Engineering; Petrology; Structural engineering","authors":[{"name":"Shahé Shnorhokian","is_ca":true},{"name":"Hani S. Mitri","is_ca":false},{"name":"Lindsay Moreau-Verlaan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02489710872125919,"gpt":0.2751544877997245,"spread":0.2502573790784653,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001443952,0.0004764739,0.0005603162,0.001524179,0.000450675,0.001840036,0.000886409,0.001181286,0.001851025],"category_scores_gemma":[0.004401206,0.0005090742,0.0006305859,0.0007124704,0.0007036558,0.001426519,0.001024425,0.0005296466,0.0001704892],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001089263,"about_ca_system_score_gemma":0.001141784,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005136725,"about_ca_topic_score_gemma":0.01259879,"domain_scores_codex":[0.9992678,0.0001444915,0.00004459566,0.00009043692,0.0003607572,0.00009204543],"domain_scores_gemma":[0.9979639,0.000980519,0.0003833779,0.0001492787,0.0003469742,0.0001758869],"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":[0.0004016746,0.0002074297,0.07222065,0.0001299675,0.00008671195,0.0007839586,0.0003126041,0.8949479,0.008636824,0.006391434,0.0002226931,0.0156582],"study_design_scores_gemma":[0.00003380866,0.0004533974,0.03448694,0.00004414138,0.00004904857,0.000232663,0.001292431,0.952308,0.005211975,0.003994137,0.001835719,0.00005772052],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9821255,0.00006141372,0.01330467,0.00006451368,0.000005090835,0.00008642332,0.0002003578,0.00005666856,0.004095372],"genre_scores_gemma":[0.9891104,0.0000503159,0.01001789,0.000006505536,0.00000135485,0.00003576881,0.0001899208,0.00001671532,0.0005711602],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005136725,"threshold_uncertainty_score":0.01021367,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2722922677","doi":"10.36487/acg_rep/1410_15_charette","title":"Load-deformation behaviour of a deformable rockbolt and accessories under dynamic loading","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Engineering Structural Analysis Methods","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":"Natural Resources Canada","funders":"","keywords":"Dynamic testing; Resilience (materials science); Dynamic loading; Dynamic load testing; Computer science; Deformation (meteorology); Structural engineering; Dynamic stress; Dynamic simulation; Engineering; Simulation; Materials science; Composite material","authors":[{"name":"François Charette","is_ca":true},{"name":"A.J. Hyett","is_ca":true},{"name":"Benoît Voyzelle","is_ca":false},{"name":"Ted L. Anderson","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006684181933942973,"gpt":0.2352498308232558,"spread":0.2285656488893128,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003436186,0.0004462177,0.0004237937,0.001334502,0.0004536616,0.0005685082,0.0007894066,0.0007297276,0.005439486],"category_scores_gemma":[0.001412385,0.0002710215,0.0003442811,0.0007409528,0.0008025706,0.000680341,0.0005862031,0.0003924372,0.0009600395],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003365845,"about_ca_system_score_gemma":0.0002366251,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002507518,"about_ca_topic_score_gemma":0.00274784,"domain_scores_codex":[0.9995455,0.00002735097,0.00003253722,0.00008030255,0.0002300515,0.00008422732],"domain_scores_gemma":[0.9993005,0.0001911239,0.0001296307,0.000146297,0.0001126902,0.0001197494],"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":[0.001724611,0.0002928912,0.02585596,0.0001733131,0.00008192974,0.001808539,0.0008301512,0.05734136,0.8700816,0.0008880757,0.000334506,0.04058709],"study_design_scores_gemma":[0.0001015546,0.00536773,0.1769472,0.00007627828,0.0001037275,0.001841718,0.00233816,0.1783935,0.6271586,0.0009780525,0.00650298,0.0001904639],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962223,0.00005482418,0.002278127,0.00001870051,0.000008493825,0.00001898706,0.0002331869,0.00007501084,0.001090344],"genre_scores_gemma":[0.9977356,0.00004405741,0.0008884784,0.000007989555,0.000001589796,0.000009258444,0.0001778832,0.00001452967,0.001120535],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005439486,"threshold_uncertainty_score":0.01819688,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2887476040","doi":"10.36487/acg_repo/711_13","title":"Dynamic Rock Failures Due to \"High\" Stress at Shallow Depths","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","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":"Geomechanica (Canada)","funders":"","keywords":"Geology; Stress (linguistics); Geotechnical engineering","authors":[{"name":"T.R. Stacey","is_ca":true},{"name":"Xolisani Ndlovu","is_ca":false},{"name":"W.D. Ortlepp","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006773254534619206,"gpt":0.2136533651589969,"spread":0.2068801106243777,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001344235,0.0004155831,0.0003784977,0.0004774056,0.0003024625,0.0002680943,0.00031517,0.000513502,0.001351973],"category_scores_gemma":[0.0006320923,0.0002639495,0.0003103627,0.000238574,0.0008455781,0.0003381593,0.0007582483,0.0003839956,0.0002677865],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001763992,"about_ca_system_score_gemma":0.0001230575,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008385725,"about_ca_topic_score_gemma":0.001282652,"domain_scores_codex":[0.9998193,0.00001681114,0.00001616406,0.00002480567,0.00006424842,0.00005862434],"domain_scores_gemma":[0.9994068,0.0001254192,0.0002790992,0.0000682625,0.00005412826,0.00006631692],"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":[0.001030225,0.0001513676,0.18161,0.0003710072,0.00008477117,0.02084788,0.00135823,0.056974,0.6774449,0.0023028,0.0006924554,0.05713235],"study_design_scores_gemma":[0.0001374686,0.003377514,0.6409793,0.0001242207,0.0001424018,0.04187759,0.001984799,0.07013814,0.2297387,0.006821439,0.004454175,0.0002241476],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9944881,0.0001058102,0.004035323,0.00001684307,0.000005467029,0.00001665977,0.00004003475,0.00005798783,0.001233935],"genre_scores_gemma":[0.9993387,0.00004457536,0.0003073577,0.000007789668,0.000002366757,0.000003109469,0.00002060675,0.000002887804,0.0002725132],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001351973,"threshold_uncertainty_score":0.00452286,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2608219917","doi":"10.36487/acg_rep/1704_09_woodward","title":"The spatial and temporal assessment of clustered and time-dependent seismic responses to mining","year":2017,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Minerals and Energy Research Institute of Western Australia; Australian Centre for Geomechanics; Barrick Gold Corporation","keywords":"Induced seismicity; Seismic hazard; Seismology; Geology; Rock mass classification; Hazard; Earthquake scenario; Hazard analysis; Magnitude (astronomy); Seismic risk; Mining engineering; Geotechnical engineering; Engineering; Reliability engineering","authors":[{"name":"Kyle Woodward","is_ca":false},{"name":"Johan Wesseloo","is_ca":false},{"name":"Yves Potvin","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01145656873640796,"gpt":0.2455000667619374,"spread":0.2340434980255295,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008079004,0.0003111262,0.0001895549,0.001471235,0.0001492152,0.0003576618,0.0004669473,0.0004351754,0.0008153823],"category_scores_gemma":[0.00299609,0.0001349251,0.00028179,0.001262015,0.0002476734,0.0003493754,0.0005754058,0.000299411,0.0001893338],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001974234,"about_ca_system_score_gemma":0.0002703825,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003261871,"about_ca_topic_score_gemma":0.004604162,"domain_scores_codex":[0.9996742,0.00009274704,0.00002447397,0.00006839735,0.0001093407,0.00003079393],"domain_scores_gemma":[0.9989421,0.0004589144,0.0002360869,0.00009256781,0.0002115839,0.00005873221],"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":[0.0006480798,0.0002234009,0.2000253,0.0006259006,0.000390363,0.0009598412,0.001934314,0.3148329,0.1624694,0.008839659,0.001084289,0.3079665],"study_design_scores_gemma":[0.00001767274,0.0005348586,0.419663,0.00008542375,0.0001061601,0.0007193305,0.001436528,0.5502858,0.02011307,0.003668587,0.003253331,0.0001162042],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8203558,0.0002694564,0.1742959,0.00007231263,0.00002651161,0.000106267,0.0004843956,0.0001967548,0.004192615],"genre_scores_gemma":[0.9761775,0.0001822595,0.02255855,0.00001346907,0.00001903287,0.00005311252,0.0002601139,0.00002115664,0.0007149031],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003261871,"threshold_uncertainty_score":0.00648576,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2623046060","doi":"10.36487/acg_rep/1410_45_bewick","title":"Shear rupture – two case studies from a deep mine","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","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":"Laurentian University; Women's and Gender Studies et Recherches Féministes; Golder Associates (Canada)","funders":"","keywords":"Geology; Microseism; Shear (geology); Brittleness; Slip (aerodynamics); Fault (geology); Seismology; Rock mass classification; Shear stress; Stress field; Geotechnical engineering; Mechanics; Structural engineering; Petrology; Engineering; Materials science; Finite element method; Composite material","authors":[{"name":"Rob Bewick","is_ca":true},{"name":"Peter K. Kaiser","is_ca":false},{"name":"W.F. Bawden","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02028802248664144,"gpt":0.2511248839002143,"spread":0.2308368614135729,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008837836,0.0007615554,0.0006038271,0.0015985,0.001820535,0.001202259,0.001463147,0.004387105,0.001654529],"category_scores_gemma":[0.002816514,0.0005001945,0.0006464281,0.001701467,0.001267811,0.0006984191,0.001370299,0.001026024,0.0005031084],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001236729,"about_ca_system_score_gemma":0.0003486094,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003701845,"about_ca_topic_score_gemma":0.007106095,"domain_scores_codex":[0.9993747,0.0001430602,0.00009007783,0.00009764577,0.0001870924,0.0001075515],"domain_scores_gemma":[0.9985793,0.0006966527,0.0002459867,0.0001482618,0.0001361322,0.0001937394],"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":[0.003064912,0.005271974,0.2843147,0.001859574,0.000448532,0.4369245,0.02060562,0.1053139,0.03077027,0.007705992,0.005556744,0.09816324],"study_design_scores_gemma":[0.0007134202,0.01331554,0.4054002,0.0007064453,0.0004265046,0.2407197,0.06373375,0.1234349,0.05416359,0.0173481,0.07937665,0.0006612779],"study_design_candidate":"case_report","study_design_consensus":"case_report","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9941848,0.0002767514,0.001950006,0.0002101892,0.0000135326,0.0001085,0.0001862852,0.00001827047,0.003051809],"genre_scores_gemma":[0.9916346,0.0006544675,0.003241419,0.00008737767,0.00003128486,0.00005408819,0.0002443776,0.00001436447,0.00403786],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004387105,"threshold_uncertainty_score":0.008973062,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2621577739","doi":"10.36487/acg_rep/1410_25_cotesta","title":"Numerical modelling and scientific visualisation – integration of geomechanics into modern mine designs","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Vale (Canada)","funders":"","keywords":"Geomechanics; Rock mass classification; Scale (ratio); Geology; Mining engineering; Rock mechanics; Holy Grail; Construction engineering; Computer science; Geotechnical engineering; Engineering","authors":[{"name":"Luigi Cotesta","is_ca":true},{"name":"Chris O’Connor","is_ca":false},{"name":"Richard Brummer","is_ca":false},{"name":"Allan Punkkinen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03697271211922298,"gpt":0.2448877974085285,"spread":0.2079150852893055,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001581296,0.0009466137,0.000806851,0.001389362,0.0005162897,0.003411094,0.001365076,0.001843254,0.01032341],"category_scores_gemma":[0.004363586,0.0008565962,0.0009449463,0.001175355,0.001511416,0.002922517,0.002361677,0.001387508,0.002414859],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007136665,"about_ca_system_score_gemma":0.001461571,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002497726,"about_ca_topic_score_gemma":0.002817972,"domain_scores_codex":[0.9991141,0.0003008767,0.00008116513,0.00008587409,0.0003814434,0.00003649071],"domain_scores_gemma":[0.9982998,0.0009353037,0.0001208333,0.0003635739,0.0002185348,0.00006213178],"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":[0.00009103653,0.0001010361,0.002807817,0.0008544203,0.00008785458,0.0002276869,0.0010695,0.6128551,0.01431596,0.1446132,0.00907227,0.2139041],"study_design_scores_gemma":[0.00004464694,0.00006601115,0.001140405,0.0002559472,0.00002159943,0.0001581117,0.0001990828,0.8006281,0.003499346,0.1074697,0.08643837,0.00007863698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.007287746,0.000634042,0.9741609,0.001003704,0.0001689603,0.0000843599,0.0003486894,0.003228568,0.01308303],"genre_scores_gemma":[0.2962553,0.003684124,0.687024,0.0003400993,0.0001674587,0.0004388442,0.0007488001,0.001165879,0.01017545],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01032341,"threshold_uncertainty_score":0.03453523,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2605488878","doi":"10.36487/acg_rep/1704_44_morissette","title":"The development of a ground support design strategy for deep mines subjected to dynamic-loading conditions","year":2017,"lang":"en","type":"article","venue":"Deep mining","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Agnico Eagle (Canada); University of Toronto","funders":"","keywords":"Computer science","authors":[{"name":"Philippe Morissette","is_ca":true},{"name":"John Hadjigeorgiou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0343158485199864,"gpt":0.2697373035243206,"spread":0.2354214550043342,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007520768,0.0008725874,0.0004459468,0.0009845298,0.0004562245,0.0008111402,0.001017633,0.0006826792,0.001851173],"category_scores_gemma":[0.0009469155,0.0003616087,0.0002856816,0.0002640165,0.0004092168,0.0006379818,0.0008708253,0.0003371347,0.0005124994],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004249577,"about_ca_system_score_gemma":0.001218199,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00262529,"about_ca_topic_score_gemma":0.006141846,"domain_scores_codex":[0.9995385,0.00008172089,0.00003105329,0.00005685099,0.0002411049,0.00005072026],"domain_scores_gemma":[0.9994931,0.00008950771,0.0000963649,0.00004482884,0.0002451995,0.00003091393],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001477972,0.0004543989,0.007669506,0.0004485267,0.00004292609,0.0003719429,0.0007894307,0.3499142,0.2091953,0.006200654,0.001126039,0.4236393],"study_design_scores_gemma":[0.00009409078,0.001831776,0.006042949,0.000114741,0.00006951502,0.0002766403,0.001005412,0.9329218,0.04367971,0.004025013,0.009891051,0.00004729774],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1622096,0.0001599285,0.8296982,0.0001913657,0.00001805362,0.0006473284,0.00007715234,0.0004403685,0.00655794],"genre_scores_gemma":[0.6556375,0.0001539361,0.3412058,0.00005778369,0.000009801925,0.000333362,0.0001068406,0.00005108905,0.002443868],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.00262529,"threshold_uncertainty_score":0.006192803,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2624686573","doi":"10.36487/acg_rep/1410_11_jalbout","title":"Rock mechanics tools for mining in high stress ground conditions at Nickel Rim South Mine","year":2014,"lang":"en","type":"article","venue":"Deep mining","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":true},"ca_institutions":"Glencore (Canada)","funders":"","keywords":"Microseism; Geology; Sill; Mining engineering; Stress (linguistics); High resolution; Geotechnical engineering; Seismology; Petrology; Remote sensing","authors":[{"name":"Ali Jalbout","is_ca":false},{"name":"Bradford Simser","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01444859131514785,"gpt":0.2067699232613333,"spread":0.1923213319461854,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003125839,0.0005747415,0.0003262756,0.0009295776,0.0004273796,0.0006345272,0.0009334512,0.0004168289,0.02709028],"category_scores_gemma":[0.001023724,0.0003777159,0.000255567,0.0005103292,0.0001895769,0.0005659104,0.0006608193,0.0003699659,0.003637061],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002766401,"about_ca_system_score_gemma":0.0006212394,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006201868,"about_ca_topic_score_gemma":0.02057399,"domain_scores_codex":[0.9998505,0.00001975683,0.00001248174,0.00002087285,0.00008373627,0.00001248785],"domain_scores_gemma":[0.9995908,0.0002288736,0.00003217123,0.00003736359,0.00008996028,0.0000208042],"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":[0.0003097478,0.0003084396,0.02425995,0.0005759751,0.00004144695,0.002258081,0.002278967,0.1119734,0.0826017,0.01383079,0.05110987,0.7104518],"study_design_scores_gemma":[0.0001150078,0.0002890854,0.02738294,0.0002603979,0.00003626691,0.001567874,0.00132379,0.7909082,0.02461208,0.007727032,0.1456858,0.00009160993],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1226105,0.00033062,0.7840462,0.0005353421,0.00008966281,0.0005989404,0.004035088,0.03510418,0.05264946],"genre_scores_gemma":[0.4105506,0.0006939808,0.5211006,0.0001367619,0.00004813807,0.0006513561,0.002916171,0.002419261,0.06148308],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.02709028,"threshold_uncertainty_score":0.090626,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2886012437","doi":"10.36487/acg_repo/711_16","title":"Seismicity Management as Hill 50 Gold Mine, Western Australia","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Seismic Imaging and Inversion Techniques","field":"Earth and Planetary Sciences","cited_by":2,"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":"Induced seismicity; Term (time); Seismology; Task (project management); Geology; Computer science; Mining engineering; Engineering; Systems engineering","authors":[{"name":"Frans Basson","is_ca":true},{"name":"Shaun Van Der Merwe","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02495468759295749,"gpt":0.2586505129893952,"spread":0.2336958253964377,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000400467,0.0001347762,0.0001435299,0.0003857774,0.0009346188,0.0007115619,0.0005410789,0.0004686572,0.0008538878],"category_scores_gemma":[0.001083947,0.0001561758,0.00007935341,0.0005113013,0.0004513846,0.0004780598,0.0008392539,0.0001925603,0.0001682368],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001761163,"about_ca_system_score_gemma":0.002438829,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1216892,"about_ca_topic_score_gemma":0.3148996,"domain_scores_codex":[0.9997622,0.00006598275,0.00001325633,0.00004786578,0.00006921769,0.00004148467],"domain_scores_gemma":[0.9996959,0.00005454578,0.00005540016,0.00002496619,0.0001115416,0.00005768676],"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":[0.0004777469,0.0004060502,0.2339364,0.0004920635,0.00007007797,0.004582583,0.01677649,0.1423375,0.0643368,0.007299288,0.005027878,0.5242571],"study_design_scores_gemma":[0.00007172361,0.001272058,0.5963003,0.0001418683,0.00007710202,0.000986633,0.03031744,0.3191714,0.01446221,0.005355927,0.0317279,0.0001156217],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.990267,0.00008437468,0.003848863,0.0003228243,0.000003322485,0.00008216555,0.00006991785,0.00005054918,0.005271022],"genre_scores_gemma":[0.9899349,0.00009251419,0.004331581,0.0000256622,0.000001566435,0.00002196242,0.00003667449,0.000004736376,0.005550412],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1216892,"threshold_uncertainty_score":0.2419619,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2624292530","doi":"10.36487/acg_rep/1410_51_shnorhokian","title":"Analysis of microseismic cluster locations based on the evolution of mining-induced stresses","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","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":"McGill University; Vale (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Microseism; Borehole; Induced seismicity; Geology; Range (aeronautics); Rock mass classification; Mining engineering; Seismology; Computer science; Data mining; Geotechnical engineering; Engineering","authors":[{"name":"Shahé Shnorhokian","is_ca":true},{"name":"Hani S. Mitri","is_ca":false},{"name":"Lindsay Moreau-Verlaan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01290852768242038,"gpt":0.2154823138992958,"spread":0.2025737862168754,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003316297,0.0003239043,0.0003055991,0.002053854,0.0002100633,0.0004965306,0.0004185939,0.0002753038,0.0008762438],"category_scores_gemma":[0.001305542,0.0001551835,0.0003414257,0.001666436,0.0002104895,0.0003370166,0.0003961562,0.0002406286,0.0002308446],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004704061,"about_ca_system_score_gemma":0.0004294153,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009739383,"about_ca_topic_score_gemma":0.01078579,"domain_scores_codex":[0.9997815,0.00001507085,0.00001602787,0.00006814706,0.00008334133,0.00003593108],"domain_scores_gemma":[0.9990466,0.0002346455,0.0002531929,0.00009234269,0.0002776413,0.00009560408],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003312411,0.0001272151,0.6712638,0.00007347373,0.0001111825,0.0004263065,0.0004500455,0.2665864,0.02003099,0.001116584,0.0007516359,0.03873111],"study_design_scores_gemma":[0.0000100823,0.00009255612,0.530792,0.00001066782,0.00003164275,0.000156986,0.00045537,0.4618526,0.005457303,0.0003349915,0.0007741596,0.00003165712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9895692,0.00002801795,0.008665618,0.00002162596,0.000004349418,0.00002674945,0.0005257336,0.0001367399,0.001021926],"genre_scores_gemma":[0.9950709,0.00002571721,0.003861301,0.000001715654,0.000001779464,0.00001432319,0.0007434027,0.00001365772,0.0002672692],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009739383,"threshold_uncertainty_score":0.01936537,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2610516320","doi":"10.36487/acg_rep/1704_20_trapani","title":"Computational fluid dynamic modelling of the Frood-Stobie ice stope thermal storage for mine ventilation heating","year":2017,"lang":"en","type":"article","venue":"Deep mining","topic":"Smart Materials for Construction","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Laurentian University; Centre for Excellence in Mining Innovation","funders":"","keywords":"Environmental science; Icing; Inlet; Ventilation (architecture); Heat transfer; Snow; Airflow; Fluent; Meteorology; Computer simulation; Engineering; Mechanics; Mechanical engineering; Simulation","authors":[{"name":"Kim Trapani","is_ca":true},{"name":"Zhuo Chen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02031427827844101,"gpt":0.2385933462558445,"spread":0.2182790679774035,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003911061,0.0006801245,0.001221083,0.0004453695,0.001142826,0.002026556,0.0009729827,0.002306594,0.004546017],"category_scores_gemma":[0.001030347,0.0004935252,0.001018916,0.0005104216,0.000871984,0.0006976045,0.0008836851,0.0008484033,0.0006219047],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001436264,"about_ca_system_score_gemma":0.002070527,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02278787,"about_ca_topic_score_gemma":0.01376801,"domain_scores_codex":[0.9997764,0.00004813412,0.000009338917,0.00003296824,0.0000722516,0.00006091696],"domain_scores_gemma":[0.9997075,0.0001548191,0.00002081332,0.00001503715,0.00005740836,0.00004427122],"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":[0.00005735374,0.0000321085,0.000818807,0.00003444703,0.000008911328,0.0001120408,0.00004643416,0.993828,0.00239114,0.0008758339,0.0002927035,0.001502215],"study_design_scores_gemma":[0.00001018706,0.00001987238,0.0003228155,0.000006024399,0.000002335366,0.00001155787,0.00002472004,0.9984302,0.0004557236,0.0001422662,0.000568034,0.000006259254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8120834,0.0008670005,0.1211235,0.001244388,0.0002659206,0.0004509971,0.002394432,0.0004317471,0.06113851],"genre_scores_gemma":[0.9713566,0.0002905388,0.01227411,0.00007202513,0.00002361029,0.0003045474,0.0006605188,0.00008252054,0.01493552],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02278787,"threshold_uncertainty_score":0.04531044,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2885748483","doi":"10.36487/acg_repo/711_9","title":"Planning Considerations for Deep Level Mining at Perseverance Mine","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Mining Techniques and Economics","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":"Geomechanica (Canada)","funders":"","keywords":"Computer science; Mining engineering; Data science; Geology","authors":[{"name":"David Gaudreau","is_ca":true},{"name":"Iain Thin","is_ca":false},{"name":"A.T. Le Bron K. Haile","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06621454868229382,"gpt":0.2681232530425371,"spread":0.2019087043602433,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005704845,0.0002719085,0.0001732822,0.0006957166,0.00102955,0.001461169,0.0006344105,0.0007422118,0.009709333],"category_scores_gemma":[0.001292056,0.0002907673,0.0002100445,0.000455695,0.0005850003,0.001081231,0.001074222,0.0006635275,0.0009583567],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009571649,"about_ca_system_score_gemma":0.003074076,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005479157,"about_ca_topic_score_gemma":0.02567188,"domain_scores_codex":[0.999498,0.0001230495,0.00001848866,0.00005494405,0.0002032099,0.0001022203],"domain_scores_gemma":[0.9993544,0.0002278474,0.00009593552,0.00004780462,0.0001545035,0.000119535],"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":[0.0003259689,0.0003344235,0.03532753,0.0005757802,0.00002771563,0.006896703,0.002912014,0.0960945,0.06439739,0.1306506,0.01380272,0.6486548],"study_design_scores_gemma":[0.0001252947,0.00216748,0.1419278,0.0007640598,0.0000681181,0.009466602,0.03119783,0.09644998,0.02757564,0.237034,0.4529848,0.0002382623],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5368297,0.002227289,0.1756139,0.01758667,0.0001331926,0.0006772311,0.0003233487,0.0004810921,0.2661275],"genre_scores_gemma":[0.9057156,0.00142215,0.05994065,0.0004147975,0.00003289218,0.0001572411,0.0001175512,0.00004378743,0.03215538],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009709333,"threshold_uncertainty_score":0.03248096,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2623169724","doi":"10.36487/acg_rep/1410_33_saeidi","title":"Towards mining schedule optimisation constrained by geomechanics","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","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":"Laurentian University","funders":"Ontario Centres of Excellence","keywords":"Geomechanics; Excavation; Induced seismicity; Schedule; Rock mass classification; Geology; Constraint (computer-aided design); Geotechnical engineering; Mining engineering; Stability (learning theory); Process (computing); Engineering; Computer science; Seismology; Machine learning","authors":[{"name":"Negar Saeidi","is_ca":true},{"name":"Dean L. Millar","is_ca":false},{"name":"Lorrie Fava","is_ca":true},{"name":"Ming Cai","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01223961167438108,"gpt":0.2097752202525447,"spread":0.1975356085781636,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001397355,0.00132965,0.001281528,0.0007823496,0.0003040591,0.001173537,0.0008914061,0.001233184,0.003707316],"category_scores_gemma":[0.003965518,0.0008353756,0.0007919593,0.0008101955,0.001018772,0.001122511,0.001200324,0.001458517,0.0004869175],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001007522,"about_ca_system_score_gemma":0.002107532,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004790402,"about_ca_topic_score_gemma":0.005326816,"domain_scores_codex":[0.9995346,0.0001939267,0.00001695146,0.00007231133,0.0001111829,0.00007111132],"domain_scores_gemma":[0.9974552,0.001920953,0.0002575236,0.00009121538,0.0001826798,0.00009251505],"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":[0.00001899195,0.00001787355,0.0001548545,0.00003708086,0.00001008214,0.00001724548,0.00002230791,0.9897789,0.0003394627,0.00530851,0.0001757475,0.004118891],"study_design_scores_gemma":[0.000009935597,0.00003022274,0.00009266335,0.000007898454,0.000003335656,0.000005698839,0.00001765611,0.9904073,0.0001382544,0.00845825,0.0008248455,0.000004082681],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05475758,0.000587576,0.9340229,0.0004635587,0.00004926932,0.0001227216,0.0002559846,0.0001831384,0.009557344],"genre_scores_gemma":[0.6602466,0.001172549,0.3271042,0.0002288257,0.00009447435,0.0004980137,0.000550811,0.0004123581,0.009692102],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004790402,"threshold_uncertainty_score":0.01240224,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2609523817","doi":"10.36487/acg_rep/1410_44_lyle","title":"Strainburst hazard awareness for development miners","year":2014,"lang":"en","type":"article","venue":"Deep mining","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":true},"ca_institutions":"Cement Association of Canada","funders":"","keywords":"Harm; Hazard; Risk analysis (engineering); Order (exchange); Forensic engineering; Business; Environmental planning; Engineering; Environmental science; Political science; Law; Finance","authors":[{"name":"R. Lyle","is_ca":true},{"name":"Steve Wrixon","is_ca":false},{"name":"Alun Price Jones","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01566114045763993,"gpt":0.2166745595019128,"spread":0.2010134190442728,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007107272,0.0004481558,0.0003353666,0.001239714,0.002393805,0.002127783,0.001370198,0.001858032,0.005763112],"category_scores_gemma":[0.01861392,0.000406651,0.0003724557,0.0002931919,0.001105438,0.002461118,0.007398698,0.00281759,0.001330893],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001471987,"about_ca_system_score_gemma":0.00723009,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001366174,"about_ca_topic_score_gemma":0.002162287,"domain_scores_codex":[0.995681,0.001892162,0.000226427,0.0003556794,0.001130833,0.0007138103],"domain_scores_gemma":[0.9842258,0.003338277,0.002262657,0.001050421,0.003922431,0.005200413],"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":[0.0002837085,0.002638729,0.1536905,0.0008297859,0.00003738606,0.001976228,0.06672665,0.002423471,0.0164148,0.01327826,0.06334251,0.6783579],"study_design_scores_gemma":[0.0002217758,0.004887201,0.2269564,0.002143465,0.0001014954,0.007067371,0.1464208,0.01842676,0.01736037,0.05474544,0.5212749,0.0003940581],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6473541,0.001351374,0.1046926,0.1021277,0.001036534,0.00217066,0.0001890348,0.003357672,0.1377203],"genre_scores_gemma":[0.9478773,0.0007668208,0.02765941,0.00373505,0.0002021719,0.0004472783,0.0001508338,0.00006412128,0.01909692],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007107272,"threshold_uncertainty_score":0.03758729,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2627029602","doi":"10.36487/acg_rep/1410_01_morrison","title":"Towards continuous bulk production from below 2.5 km","year":2014,"lang":"en","type":"article","venue":"Deep mining","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":"Centre for Excellence in Mining Innovation","funders":"","keywords":"Automation; Process (computing); Production (economics); Risk analysis (engineering); Excellence; Computer science; Intervention (counseling); Continuous production; Human error; Engineering; Manufacturing engineering; Business; Mechanical engineering","authors":[{"name":"Douglas Morrison","is_ca":true},{"name":"H. E. Parsons","is_ca":false},{"name":"Allan Akerman","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00732018611846747,"gpt":0.1829405015926512,"spread":0.1756203154741837,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00197554,0.0008792568,0.0004850959,0.001152959,0.0009236813,0.003850556,0.002643842,0.001286986,0.0161522],"category_scores_gemma":[0.002515519,0.0005635889,0.0005404112,0.001219478,0.001472469,0.004208045,0.003049131,0.002005518,0.007568114],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001484993,"about_ca_system_score_gemma":0.002005581,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005151227,"about_ca_topic_score_gemma":0.007277118,"domain_scores_codex":[0.9988213,0.0001194755,0.00004370798,0.0002237847,0.0006479633,0.0001437072],"domain_scores_gemma":[0.9980287,0.0002649256,0.0001459154,0.0003998206,0.0009448405,0.0002158006],"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":[0.0006305105,0.0005618561,0.009099995,0.001664916,0.00007995381,0.0008355592,0.002116144,0.03744068,0.233746,0.04308365,0.02788183,0.6428589],"study_design_scores_gemma":[0.0004425631,0.002879734,0.03609789,0.0009961518,0.0001467757,0.001553969,0.004019568,0.1297838,0.09552787,0.0981294,0.6301779,0.0002444602],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1518968,0.002234974,0.7439172,0.004639841,0.0005497861,0.0004613764,0.001014019,0.006547969,0.0887381],"genre_scores_gemma":[0.47252,0.001970714,0.4855405,0.000723913,0.0002133133,0.0002282708,0.002028157,0.001320393,0.03545493],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0161522,"threshold_uncertainty_score":0.05403453,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2611900340","doi":"10.36487/acg_rep/1704_35_lynch","title":"Investigation of fracture zone properties using reflected seismic waves from passive microseismicity","year":2017,"lang":"en","type":"article","venue":"Deep mining","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geology; Seismology; Microseism; Seismic wave; Geophysics; Acoustics; Physics","authors":[{"name":"Richard Lynch","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04533080536440688,"gpt":0.2378280791972479,"spread":0.192497273832841,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000185444,0.0003054517,0.0001804224,0.0008192968,0.00007881819,0.0002850909,0.0003754835,0.0002067966,0.0005786027],"category_scores_gemma":[0.0006449801,0.0001693276,0.0001456787,0.0005849015,0.0001586474,0.0004051086,0.0002086709,0.0002183449,0.0001823796],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009910773,"about_ca_system_score_gemma":0.0001290415,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001147457,"about_ca_topic_score_gemma":0.002904723,"domain_scores_codex":[0.9998782,0.00001014729,0.000007673194,0.00002539643,0.00006570837,0.0000130277],"domain_scores_gemma":[0.9997116,0.00007599269,0.00005852447,0.00003103721,0.0001076156,0.00001519799],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001835255,0.00007658534,0.05963071,0.0001214437,0.0000376781,0.0001872804,0.0002359573,0.003753017,0.8537972,0.0002276957,0.0001039651,0.08164497],"study_design_scores_gemma":[0.00003399111,0.0008368766,0.5035784,0.00002782151,0.0001143615,0.001318104,0.0004767908,0.06508331,0.4260288,0.0004058436,0.002039115,0.00005672151],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9476877,0.0001067653,0.05057817,0.00001426775,0.00000461202,0.00002177016,0.0003040155,0.0001286296,0.001153946],"genre_scores_gemma":[0.9751443,0.0001243551,0.02388564,0.00000563296,0.000003922099,0.00001517658,0.0002592105,0.00001836552,0.0005432852],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001147457,"threshold_uncertainty_score":0.002281547,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2618724502","doi":"10.36487/acg_rep/1201_21_beruar","title":"Challenges in multiple sill pillar mining at Vale’s Coleman Mine","year":2012,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Sill; Geology; Stoping; Mining engineering; Rock mass classification; Geomechanics; Pillar; Underground mining (soft rock); Schedule; Geotechnical engineering; Engineering; Petrology","authors":[{"name":"O. Beruar","is_ca":false},{"name":"Xiaolin Yao","is_ca":false},{"name":"Anneta Sampson-Forsythe","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06232462425992159,"gpt":0.2360938201912384,"spread":0.1737691959313168,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001486135,0.0003909401,0.0004761527,0.0007213001,0.005283905,0.002875649,0.002274419,0.002168437,0.002688288],"category_scores_gemma":[0.00172797,0.0004934077,0.0003346475,0.0007572265,0.001800216,0.001073255,0.001700036,0.001525799,0.00068759],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00744501,"about_ca_system_score_gemma":0.01443578,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.3660158,"about_ca_topic_score_gemma":0.780145,"domain_scores_codex":[0.9977071,0.0001788364,0.00009336093,0.0001875016,0.001256498,0.0005767029],"domain_scores_gemma":[0.9988093,0.0001618465,0.0001265036,0.00006029276,0.0004892732,0.0003528825],"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":[0.0007310418,0.0008410605,0.2145801,0.001900428,0.0001833965,0.03171036,0.02047954,0.1011313,0.0820023,0.01840652,0.06145696,0.4665771],"study_design_scores_gemma":[0.0001810836,0.001539115,0.3014429,0.001285232,0.0001344465,0.01002565,0.1711781,0.08916441,0.0207274,0.01750211,0.3863333,0.0004862863],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8544362,0.003204087,0.02349588,0.03855697,0.0006144727,0.0006352888,0.0004677641,0.0005555605,0.07803374],"genre_scores_gemma":[0.9544719,0.001456475,0.02133105,0.0008745041,0.00005356854,0.00007020096,0.0002484055,0.00007834142,0.02141562],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3660158,"threshold_uncertainty_score":0.7277707,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2620447182","doi":"10.36487/acg_rep/1201_29_karampinos","title":"Determination of rock mass failure and rock mass damage criteria for the felsic norites at Nickel Rim South Mine","year":2012,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Felsic; Rock mass classification; Geology; Mining engineering; Excavation; Geotechnical engineering; Geochemistry","authors":[{"name":"Efstratios Karampinos","is_ca":false},{"name":"Bradford Simser","is_ca":false},{"name":"John Hadjigeorgiou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02016165565372194,"gpt":0.2390499565810199,"spread":0.2188883009272979,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007005439,0.0004273005,0.000400068,0.001630966,0.0009949437,0.0007300099,0.0009139168,0.0006282165,0.000568896],"category_scores_gemma":[0.002225178,0.0002016776,0.0002103058,0.0005702921,0.0007493593,0.0003386716,0.0006619513,0.0003327099,0.0001272326],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002127195,"about_ca_system_score_gemma":0.001143867,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.2154831,"about_ca_topic_score_gemma":0.511736,"domain_scores_codex":[0.9994391,0.00004843019,0.00006556624,0.00008407295,0.0002766751,0.0000862532],"domain_scores_gemma":[0.9986035,0.0003677497,0.0002517638,0.00006599075,0.0006107807,0.0001002206],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0003176157,0.0001138018,0.887149,0.0001783752,0.00003206734,0.001865768,0.003128356,0.02098565,0.05047823,0.0006636114,0.0002100595,0.03487742],"study_design_scores_gemma":[0.00002044123,0.0003049302,0.9382777,0.0000421348,0.00002889595,0.001062523,0.005131082,0.0356037,0.01807201,0.0002940026,0.001105274,0.00005721917],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9968869,0.00003039318,0.001578949,0.00001225812,7.333294e-7,0.00003509642,0.00009285291,0.00001352335,0.001349233],"genre_scores_gemma":[0.9979181,0.00002901897,0.001517051,0.000002855016,6.053942e-7,0.00001213224,0.00008731447,0.000003209102,0.0004298027],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2154831,"threshold_uncertainty_score":0.4284577,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2607456693","doi":"10.36487/acg_rep/1410_55_dirige","title":"Radon progeny in Ontario’s non-uranium underground mines","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Radioactivity and Radon Measurements","field":"Health Professions","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Uranium mine; Radon; Uranium; Mining engineering; Environmental science; Geology; Metallurgy; Materials science; Physics; Nuclear physics","authors":[{"name":"Philip Dirige","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.07459117221636657,"gpt":0.3542567081621305,"spread":0.2796655359457639,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003098203,0.000231508,0.0002763986,0.0009877571,0.001338914,0.0007460873,0.0004828999,0.0003357596,0.0008855095],"category_scores_gemma":[0.0005605857,0.0002788656,0.000299183,0.001553308,0.0003825872,0.0001659574,0.0005394249,0.0001731811,0.0001926585],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.007377986,"about_ca_system_score_gemma":0.008158953,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9168889,"about_ca_topic_score_gemma":0.9745477,"domain_scores_codex":[0.9994612,0.00003634856,0.00002751122,0.00005308032,0.0003281528,0.00009371829],"domain_scores_gemma":[0.999183,0.00004896619,0.0001721601,0.00002406304,0.000528483,0.0000432894],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.000381105,0.00005926226,0.9412854,0.0002180712,0.00005601781,0.001493247,0.009155945,0.0005838752,0.01856186,0.0002576421,0.001197474,0.02675005],"study_design_scores_gemma":[0.000007626461,0.00012506,0.9890525,0.0000221268,0.00002020496,0.0001837991,0.002735262,0.0001258909,0.002138675,0.00003081876,0.005545444,0.00001273854],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9939687,0.0003345539,0.00009389638,0.00006349882,0.000003202159,0.00003196223,0.000740633,0.000008584702,0.00475488],"genre_scores_gemma":[0.9888529,0.000683654,0.0002770768,0.00004356251,0.000002830621,0.00001942637,0.0007345814,0.000009714737,0.009376314],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08311111,"threshold_uncertainty_score":0.1672011,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2609178330","doi":"10.36487/acg_rep/1410_41_verma","title":"Geostatistical interpolation of estimated RQD values and its use in geomechanics design considerations – a case study","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Mineral Processing and Grinding","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomechanics; Geostatistics; Interpolation (computer graphics); Geology; Kriging; Rock mass classification; Geotechnical engineering; Computer science; Spatial variability; Statistics; Mathematics; Machine learning","authors":[{"name":"Atulya Verma","is_ca":false},{"name":"Xiaolin Yao","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06754516209056241,"gpt":0.2932145947433066,"spread":0.2256694326527442,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002929394,0.0004802054,0.000436507,0.001289973,0.0004690881,0.0006911756,0.0007571952,0.000869396,0.001181716],"category_scores_gemma":[0.004508389,0.0002854605,0.0008009349,0.001862151,0.0005985955,0.0003166225,0.0005302062,0.0003892835,0.0001779155],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001059281,"about_ca_system_score_gemma":0.001259103,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02552436,"about_ca_topic_score_gemma":0.03070304,"domain_scores_codex":[0.9985632,0.0006494178,0.00009324191,0.0001090175,0.0005029127,0.00008226883],"domain_scores_gemma":[0.9965049,0.002251591,0.0002282423,0.0004405015,0.0005296423,0.0000450831],"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":[0.0004115431,0.000445529,0.03127199,0.0003273001,0.00005339309,0.001998659,0.001018412,0.7920331,0.01206612,0.007729315,0.000743406,0.1519012],"study_design_scores_gemma":[0.00004565532,0.0005669531,0.01500636,0.00004629024,0.00003382826,0.000431996,0.0008073054,0.960763,0.0163204,0.001888853,0.004034389,0.000055007],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6472622,0.0002087923,0.3446553,0.0002098586,0.00001406831,0.0003718673,0.0004670422,0.0004799429,0.006331027],"genre_scores_gemma":[0.8518991,0.0001215752,0.1467105,0.000008479139,0.00000324287,0.00009305894,0.0001482131,0.00003487435,0.0009808892],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02552436,"threshold_uncertainty_score":0.05075163,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2884374370","doi":"10.36487/acg_repo/711_6","title":"Observations and Modelling of Compressive Failures of Hard Rock Masses","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"Luleå Tekniska Universitet; Vattenfall","keywords":"Cohesion (chemistry); Brittleness; Softening; Rock mass classification; Geology; Compressive strength; Geotechnical engineering; Structural engineering; Mechanics; Mathematics; Materials science; Engineering; Physics; Composite material; Statistics","authors":[{"name":"Catrin Edelbro","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.05540516218396355,"gpt":0.2286997285797582,"spread":0.1732945663957947,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005447481,0.0004270701,0.0002914192,0.000835159,0.0002569719,0.0003283581,0.0007451444,0.0005619362,0.0004658989],"category_scores_gemma":[0.001382859,0.000230625,0.0002760542,0.0005706686,0.000423176,0.0003177074,0.0003456059,0.0002597279,0.0001197734],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005217959,"about_ca_system_score_gemma":0.0002284206,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005330302,"about_ca_topic_score_gemma":0.01136287,"domain_scores_codex":[0.9997043,0.00005488667,0.00002451138,0.00007892413,0.0001032308,0.00003416387],"domain_scores_gemma":[0.999294,0.0002691622,0.0001901625,0.0001008839,0.00009873814,0.00004696442],"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":[0.0004802947,0.000235639,0.387931,0.0002039371,0.00007197529,0.002057623,0.0009069729,0.5379193,0.04081238,0.00040012,0.0003300953,0.02865068],"study_design_scores_gemma":[0.00003981202,0.0004581664,0.3347107,0.00002561774,0.0000347047,0.0006699942,0.0004873181,0.6483204,0.01414002,0.0003842326,0.0006826218,0.00004656432],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973986,0.00001589592,0.002102591,0.000006030446,0.000001065715,0.00001463919,0.00009566107,0.00004055503,0.0003249346],"genre_scores_gemma":[0.9987424,0.00001403548,0.001024561,8.897825e-7,7.006078e-7,0.000007100696,0.0001132805,0.000002465222,0.00009456938],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005330302,"threshold_uncertainty_score":0.01059854,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2811470699","doi":"10.36487/acg_repo/711_35","title":"Working Together to Secure the Future -- Cannington Ground Support Rehab Project","year":2007,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Shotcrete; Excavation; Engineering; Reliability (semiconductor); Geotechnical engineering; Environmental science; Mining engineering; Forensic engineering","authors":[{"name":"Jody Todd","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009200244567413595,"gpt":0.2210733991103628,"spread":0.2118731545429492,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002022019,0.0007800121,0.0002202014,0.0006573162,0.007936327,0.003302083,0.0009925639,0.001735277,0.03474918],"category_scores_gemma":[0.001568323,0.0003674238,0.000210461,0.0003646472,0.001129334,0.001787981,0.00595928,0.001988835,0.009862024],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003932072,"about_ca_system_score_gemma":0.01894526,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.05425828,"about_ca_topic_score_gemma":0.2051672,"domain_scores_codex":[0.9985827,0.0001769877,0.00004836379,0.0002094819,0.0006227752,0.000359674],"domain_scores_gemma":[0.9968153,0.00007715009,0.0001237814,0.0002186479,0.001275598,0.001489464],"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":[0.000487295,0.0007833228,0.03840577,0.0004564039,0.00004843139,0.003033699,0.01419278,0.001305057,0.02531849,0.01241034,0.332347,0.5712113],"study_design_scores_gemma":[0.00002861229,0.0003769315,0.01425629,0.0002099603,0.00001829066,0.0008615575,0.0154714,0.0006862204,0.006777104,0.001445172,0.9598249,0.00004360732],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.3810201,0.004172488,0.03143051,0.05887463,0.003284497,0.002237966,0.001237658,0.002059402,0.5156826],"genre_scores_gemma":[0.2836929,0.0009638697,0.02346906,0.002313161,0.00007853402,0.0002800882,0.0008306605,0.0003027086,0.6880691],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.05425828,"threshold_uncertainty_score":0.1162476,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2608649249","doi":"10.36487/acg_rep/1410_38_tarr","title":"Feasibility of Acti-Gel® as a cost-effective additive for underground mine hydraulic backfill applications","year":2014,"lang":"en","type":"article","venue":"Deep mining","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Vale (Canada); Natural Resources Canada","funders":"","keywords":"Environmental science; Geotechnical engineering; Computer science; Geology","authors":[{"name":"K. Tarr","is_ca":true},{"name":"Ian Bedard","is_ca":false},{"name":"Farid Malek","is_ca":false},{"name":"Han‐Soo Kim","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01440424409289318,"gpt":0.2510239812211221,"spread":0.236619737128229,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004421848,0.0004555547,0.0003372268,0.0008023603,0.0002164355,0.0005666974,0.0004324616,0.0006274987,0.002491231],"category_scores_gemma":[0.0005876346,0.0002108965,0.0006645616,0.0004210408,0.0001894446,0.0007892547,0.0003838198,0.0005635322,0.001376824],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003176914,"about_ca_system_score_gemma":0.000480832,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006684797,"about_ca_topic_score_gemma":0.001866383,"domain_scores_codex":[0.9995685,0.00006278147,0.00003257793,0.00004474535,0.0002426984,0.0000486813],"domain_scores_gemma":[0.9996558,0.00005992728,0.000083162,0.00002560101,0.0001231578,0.00005230191],"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":[0.0003946287,0.0004095572,0.0006227626,0.0008915126,0.00002545028,0.0003221422,0.00005630684,0.0007606507,0.9628021,0.0004387704,0.0006114903,0.03266467],"study_design_scores_gemma":[0.00003073872,0.002054205,0.002776885,0.00008181387,0.0001131121,0.0003757209,0.0001088862,0.001668095,0.9768019,0.0001251174,0.01583239,0.00003123964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9570945,0.01227417,0.01888927,0.0007041604,0.0002254578,0.0004127861,0.0007088803,0.0003786919,0.009312055],"genre_scores_gemma":[0.9646914,0.00504453,0.02210109,0.0001366177,0.00004713076,0.0001783819,0.0005033114,0.00009102018,0.007206513],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002491231,"threshold_uncertainty_score":0.008334041,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}