{"meta":{"query_hash":"707993b538fd","filters":{"venue":"Geomechanics and Tunnelling"},"cohort_total":43,"direct_labels_cover":0,"predictions_cover":43,"exported":43,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/707993b538fd","api":"https://metacan.xera.ac/api/v1/cohort?venue=Geomechanics+and+Tunnelling"},"results":[{"id":"W1998905533","doi":"10.1002/geot.201100042","title":"Shaft sinking experience in Athabasca Basin and geoscientific investigations for future shafts / Erfahrungen mit Schachtabteufung im Athabasca Becken und geowissenschaftliche Erkundungen für zukünftige Schächte","year":2011,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); Cameco (Canada)","funders":"","keywords":"Structural basin; Geology; Shaft mining; Geotechnical engineering; Engineering; Mining engineering; Geomorphology","score_opus":0.03711515795660409,"score_gpt":0.2564099031387424,"score_spread":0.21929474518213832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998905533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993674,0.000015405361,0.0000423195,0.000032706997,7.674532e-7,0.0000029164441,0.000040279818,0.000003329388,0.0004950164],"genre_scores_gemma":[0.99859303,0.000049197926,0.00012081799,0.000007503029,9.384696e-7,0.0000031120298,0.00006469931,0.0000023877765,0.0011583312],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997559,0.00003571428,0.000017594342,0.000030602514,0.00008654838,0.00007365356],"domain_scores_gemma":[0.99943346,0.000061392,0.00014286979,0.00002612885,0.00018029731,0.00015590507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031116564,0.0001799223,0.00015497203,0.0007324748,0.0013968658,0.00038389993,0.0002463505,0.00021537901,0.0020956884],"category_scores_gemma":[0.0006164158,0.00010555552,0.00012220605,0.0008073162,0.00060364173,0.00032431836,0.0005453673,0.0002307132,0.00017852629],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020500377,0.00022097956,0.90103453,0.00007712352,0.000019534797,0.0049192347,0.035511326,0.0018394577,0.016644834,0.00036009867,0.0010488053,0.0381191],"study_design_scores_gemma":[0.000003087439,0.00029877067,0.9605457,0.000016329279,0.000007041451,0.00048601563,0.030437341,0.00065976765,0.0020580424,0.000064304106,0.0054069296,0.000016629128],"about_ca_topic_score_codex":0.08208888,"about_ca_topic_score_gemma":0.323148,"teacher_disagreement_score":0.9179111,"about_ca_system_score_codex":0.0013356782,"about_ca_system_score_gemma":0.0007575752,"threshold_uncertainty_score":0.16322213},"labels":[],"label_agreement":null},{"id":"W2033731934","doi":"10.1002/geot.200800010","title":"Numerical Modelling of the Dynamics of Debris Flows and Rock Avalanches","year":2008,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Landslide; Debris flow; Debris; Geology; Hazard; Geotechnical engineering; Rockfall; Hazard analysis; Engineering; Aerospace engineering","score_opus":0.01233019444673213,"score_gpt":0.1760787171190455,"score_spread":0.16374852267231335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033731934","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86192185,0.00043747286,0.12089343,0.00023919881,0.000052990516,0.0000909437,0.00031072902,0.00035729713,0.015696006],"genre_scores_gemma":[0.9948531,0.00012386114,0.0028782673,0.000004523633,0.0000069882017,0.000023346825,0.00005221958,0.000007291932,0.0020504436],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999306,0.000020792604,0.000005359246,0.000010486673,0.000018916486,0.0000138346495],"domain_scores_gemma":[0.9997354,0.0001141409,0.00005360074,0.000023673594,0.000049991122,0.00002317308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002665353,0.00037008396,0.00026824055,0.00028791552,0.00025079408,0.000639824,0.00043076568,0.00042549602,0.0010131423],"category_scores_gemma":[0.0010325103,0.00020601193,0.00020127246,0.00029280587,0.0008856753,0.00037584826,0.00031503,0.0002804606,0.00015293347],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008349096,0.000010056545,0.0007391502,0.000008089211,0.0000035094881,0.000025421705,0.000018516655,0.99569416,0.000915855,0.0014289882,0.000048834554,0.0010989716],"study_design_scores_gemma":[0.0000030466879,0.0000052065134,0.0005186858,0.0000015350508,0.0000010876829,0.000004381661,0.0000048444535,0.9987979,0.00018536657,0.0002832339,0.00019319702,0.0000016015907],"about_ca_topic_score_codex":0.02514453,"about_ca_topic_score_gemma":0.009349961,"teacher_disagreement_score":0.02514453,"about_ca_system_score_codex":0.00072219124,"about_ca_system_score_gemma":0.00063669437,"threshold_uncertainty_score":0.049996316},"labels":[],"label_agreement":null},{"id":"W2038634474","doi":"10.1002/geot.200800036","title":"Run Out of Landslides – Continuum Mechanics versus Discontinuum Mechanics Models","year":2008,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Rock mass classification; Run-out; Rock mechanics; Continuum mechanics; Mechanics; Geology; Geotechnical engineering; Landslide; Fluid mechanics; Discrete element method; Kinematics; Engineering; Physics; Classical mechanics; Mechanical engineering","score_opus":0.023665795490595925,"score_gpt":0.21163088910479727,"score_spread":0.18796509361420136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2038634474","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79306036,0.00050710223,0.18143894,0.0004333444,0.00011242962,0.00009189015,0.00018764476,0.00025263586,0.023915641],"genre_scores_gemma":[0.989431,0.000168278,0.0044903285,0.000027605458,0.000019226263,0.000058162863,0.00006694486,0.000035980345,0.0057023424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999876,0.000048501854,0.000006558618,0.000021963539,0.000027203752,0.000019779302],"domain_scores_gemma":[0.9996277,0.00018093735,0.000065792985,0.00003343693,0.00004386015,0.000048298465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034515432,0.0005032643,0.0005602919,0.00048045127,0.00054384925,0.0009664545,0.00090086804,0.0010428777,0.0020885635],"category_scores_gemma":[0.0009004252,0.00033230887,0.0005936832,0.00034949958,0.0015159509,0.00067010586,0.00068570895,0.0006997885,0.0001764885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019507119,0.000022893102,0.0008781968,0.000011711189,0.000008883643,0.00007106694,0.000031581876,0.99208105,0.0005392323,0.005191585,0.00008111147,0.0010631691],"study_design_scores_gemma":[0.000004641327,0.0000125216075,0.00018169355,0.0000023378511,0.0000020965317,0.0000060354864,0.000008649468,0.998317,0.0001084226,0.0011973492,0.0001560065,0.0000032099563],"about_ca_topic_score_codex":0.014472934,"about_ca_topic_score_gemma":0.006954552,"teacher_disagreement_score":0.014472934,"about_ca_system_score_codex":0.0006566647,"about_ca_system_score_gemma":0.000647742,"threshold_uncertainty_score":0.02877736},"labels":[],"label_agreement":null},{"id":"W2097183360","doi":"10.1002/geot.201500023","title":"The influence of constitutive model selection on predicted stresses and yield in deep mine pillars – A case study at the Creighton mine, Sudbury, Canada","year":2015,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Vale (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Brittleness; Pillar; Geotechnical engineering; Constitutive equation; Yield (engineering); Geology; Dilatant; Engineering; Mining engineering; Structural engineering; Materials science; Finite element method","score_opus":0.01792083643512096,"score_gpt":0.2059453809274988,"score_spread":0.18802454449237785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2097183360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99729794,0.000029533896,0.0010861723,0.0000394239,0.0000014310432,0.000018953155,0.00022409174,0.000026755188,0.0012757409],"genre_scores_gemma":[0.99853957,0.000026256337,0.0007648562,0.0000065258346,4.7028504e-7,0.0000098806195,0.00015582134,0.0000062326567,0.0004903816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999668,0.000057641217,0.000016433622,0.00007484339,0.00008827137,0.00009482328],"domain_scores_gemma":[0.9987913,0.00069881935,0.000095725234,0.000064629014,0.00029052194,0.000059022714],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008451757,0.0005366208,0.0004971943,0.00045806964,0.0010100107,0.001654028,0.001578029,0.0010265015,0.0009838879],"category_scores_gemma":[0.002011254,0.00046312687,0.00047529442,0.00064252043,0.0008856922,0.00036662223,0.00042657208,0.00053010235,0.000120755525],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009661662,0.00012461585,0.044024803,0.0000367597,0.000026394653,0.00031902842,0.00012850454,0.94690543,0.0025350733,0.00067652104,0.00031245206,0.004813719],"study_design_scores_gemma":[0.000023565794,0.00008280482,0.030335942,0.00001338905,0.000020270609,0.000029735233,0.00037267842,0.96603376,0.0025005764,0.00017523064,0.0003846605,0.000027324159],"about_ca_topic_score_codex":0.80597025,"about_ca_topic_score_gemma":0.8131056,"teacher_disagreement_score":0.19402975,"about_ca_system_score_codex":0.007906585,"about_ca_system_score_gemma":0.004517962,"threshold_uncertainty_score":0.3903448},"labels":[],"label_agreement":null},{"id":"W2098846132","doi":"10.1002/geot.201300045","title":"Rapid shaft sinking / Mechanisiertes Abteufen von Schächten","year":2013,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mechanical engineering; Engineering; Art; Humanities","score_opus":0.008817181370031554,"score_gpt":0.17212622021790586,"score_spread":0.1633090388478743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2098846132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8813646,0.002390405,0.10286841,0.00020187181,0.00044349686,0.00043726194,0.00034381985,0.002737811,0.009212353],"genre_scores_gemma":[0.94187444,0.00059388054,0.040053852,0.00009231037,0.00003410602,0.0001372157,0.0003677046,0.00033278545,0.016513683],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985967,0.00007773785,0.00006259322,0.00022142117,0.0008813159,0.0001602738],"domain_scores_gemma":[0.9986243,0.00029691827,0.00023361167,0.00022489429,0.0004961598,0.00012407542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010477798,0.000889004,0.00068580115,0.0015559078,0.00091082114,0.0010928265,0.0015976371,0.0010180896,0.0070428224],"category_scores_gemma":[0.0021791302,0.00073315005,0.0007426165,0.0005358464,0.00095734454,0.0012668015,0.0012390439,0.00081968756,0.0023649952],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010976678,0.00016875868,0.004044758,0.0008903697,0.00004478548,0.0019720925,0.00081107364,0.014820372,0.80617344,0.0013886518,0.002407481,0.16618057],"study_design_scores_gemma":[0.00012609406,0.0028933773,0.01563972,0.00030523018,0.00011197949,0.0017333,0.0005763966,0.040059347,0.8922636,0.0012178889,0.04491224,0.00016084377],"about_ca_topic_score_codex":0.0013100654,"about_ca_topic_score_gemma":0.0021950076,"teacher_disagreement_score":0.0070428224,"about_ca_system_score_codex":0.00054978515,"about_ca_system_score_gemma":0.00066434126,"threshold_uncertainty_score":0.023560584},"labels":[],"label_agreement":null},{"id":"W2100297189","doi":"10.1002/geot.201000053","title":"Role of brittle fracture on swelling behaviour of weak rock tunnels: hypothesis and qualitative evidence /","year":2010,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Excellence in Mining Innovation","funders":"","keywords":"Anhydrite; Swelling; Brittleness; Brittle fracture; Geotechnical engineering; Overburden pressure; Geology; Gypsum; Materials science; Composite material; Fracture (geology)","score_opus":0.022615003234036438,"score_gpt":0.2448781987672137,"score_spread":0.22226319553317725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2100297189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99743026,0.00013774396,0.0011428659,0.000016326478,0.0000018830007,0.000019568413,0.000059581256,0.00002323472,0.0011684543],"genre_scores_gemma":[0.9995091,0.000033248638,0.00022927433,0.0000024318206,0.0000010992846,0.0000056997105,0.000028412825,0.0000017373092,0.00018902682],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99976975,0.000046600937,0.000014223194,0.000028065275,0.000080721795,0.00006070181],"domain_scores_gemma":[0.9984623,0.00074886373,0.00028753994,0.000086752196,0.00027845282,0.00013605617],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058029883,0.0001792384,0.00016259355,0.0009859293,0.00023870508,0.0004596589,0.00043803538,0.00031978567,0.0056926208],"category_scores_gemma":[0.0008749177,0.00015695645,0.0003118044,0.0003404016,0.000824065,0.00041258178,0.0003076146,0.00015324044,0.00024194134],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012159721,0.00038752178,0.1650076,0.0011628985,0.00007520072,0.0023496696,0.00087749225,0.006877096,0.8013104,0.0036753756,0.00016125712,0.016899416],"study_design_scores_gemma":[0.00008551248,0.0022204705,0.6523732,0.000084077124,0.000073102674,0.0021901666,0.0039763507,0.060929112,0.2726462,0.003729892,0.0016171085,0.00007489722],"about_ca_topic_score_codex":0.0009549477,"about_ca_topic_score_gemma":0.00086773257,"teacher_disagreement_score":0.0056926208,"about_ca_system_score_codex":0.00018808003,"about_ca_system_score_gemma":0.00014371712,"threshold_uncertainty_score":0.019043744},"labels":[],"label_agreement":null},{"id":"W2120988192","doi":"10.1002/geot.201400053","title":"Southeast Collector Project – Procurement of TBMs by the client / Southeast Collector Project – Beistellung der TBMs durch den Bauherrn","year":2014,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Procurement; Humanities; Engineering; Political science; Management; Art; Economics","score_opus":0.012876856075109354,"score_gpt":0.2085508072176992,"score_spread":0.19567395114258984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120988192","genre_codex":"empirical","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8491369,0.0009431146,0.011844485,0.0041244263,0.00012332558,0.0017699766,0.0011327903,0.00041165846,0.13051343],"genre_scores_gemma":[0.8572851,0.000786273,0.017156098,0.00027902835,0.00002680352,0.00056651165,0.0008272368,0.00017093332,0.12290219],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99752074,0.00066110614,0.00006482973,0.00019979285,0.0009724186,0.00058108417],"domain_scores_gemma":[0.9972687,0.00035069688,0.00014419045,0.00023766865,0.000960178,0.0010385315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0042478554,0.00040416679,0.00024311437,0.0008026532,0.0058465344,0.0035542937,0.0008354524,0.0011431053,0.02143291],"category_scores_gemma":[0.0024122451,0.00040763585,0.0002392202,0.0011471442,0.002461796,0.000928556,0.0027371333,0.0012413799,0.0023081703],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015346709,0.0020919838,0.118986815,0.0017961818,0.0000848387,0.009722134,0.17674801,0.008820147,0.0452658,0.07317767,0.12371263,0.43805918],"study_design_scores_gemma":[0.00014054825,0.0015218456,0.11182881,0.0006709761,0.00005295832,0.0014252642,0.2326785,0.00409808,0.01771087,0.0031624727,0.62657297,0.00013668614],"about_ca_topic_score_codex":0.33645883,"about_ca_topic_score_gemma":0.5553162,"teacher_disagreement_score":0.33645883,"about_ca_system_score_codex":0.013906595,"about_ca_system_score_gemma":0.032186296,"threshold_uncertainty_score":0.66900086},"labels":[],"label_agreement":null},{"id":"W2152344767","doi":"10.1002/geot.201100005","title":"Role of brittle fracture in swelling behaviour: evidence from tunnelling case histories / Sprödbruch in wenig festem Fels als Auslöser von Quellvorgängen: Erkenntnisse aus Fallstudien","year":2011,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Excellence in Mining Innovation","funders":"","keywords":"Swelling; Brittle fracture; Brittleness; Geotechnical engineering; Materials science; Fracture (geology); Composite material; Engineering","score_opus":0.025534476837643538,"score_gpt":0.21423363982372348,"score_spread":0.18869916298607994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152344767","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99944025,0.00004551914,0.00020900682,0.0000040847654,4.7008479e-7,0.000009861175,0.00004360812,0.0000039066604,0.00024324837],"genre_scores_gemma":[0.999493,0.00003567715,0.00021503317,0.0000014756521,6.853479e-7,0.0000041927474,0.00007564365,0.0000016495846,0.00017253193],"study_design_codex":"observational","study_design_gemma":"case_report","domain_scores_codex":[0.99954635,0.000086225526,0.00003865276,0.00008193894,0.00016569873,0.000081087645],"domain_scores_gemma":[0.9977696,0.0007581456,0.0007305244,0.00019752161,0.00035812552,0.00018612506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070633925,0.00022806092,0.00022356809,0.0024397562,0.00056503544,0.0005642763,0.00052681065,0.00059328135,0.0015510928],"category_scores_gemma":[0.0018529642,0.00021945022,0.00040435448,0.0010026691,0.001056623,0.00039596492,0.00050949125,0.0001698196,0.00015061336],"study_design_candidate":"case_report","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005417347,0.00032215397,0.9052416,0.00022739911,0.0000860318,0.011937992,0.0066195414,0.0056592836,0.050268225,0.0006437554,0.00015566674,0.018296633],"study_design_scores_gemma":[0.000009284526,0.00060684135,0.97114545,0.00004786492,0.00003492294,0.0038504142,0.0049692085,0.0060574226,0.0116065,0.00044231882,0.0011823921,0.000047448157],"about_ca_topic_score_codex":0.0077460064,"about_ca_topic_score_gemma":0.013553725,"teacher_disagreement_score":0.0077460064,"about_ca_system_score_codex":0.0004915918,"about_ca_system_score_gemma":0.00020837165,"threshold_uncertainty_score":0.01540184},"labels":[],"label_agreement":null},{"id":"W2164176192","doi":"10.1002/geot.200800034","title":"Ankerung im Untertagebau – Entwicklungen in Theorie und Praxis","year":2008,"lang":"de","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Government of Canada; Natural Resources Canada","funders":"","keywords":"Gynecology; Physics; Medicine","score_opus":0.011171393231262138,"score_gpt":0.20952346332753055,"score_spread":0.1983520700962684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164176192","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25146627,0.04767575,0.4168059,0.033572435,0.0017214702,0.00019999134,0.00053706137,0.00083481014,0.24718629],"genre_scores_gemma":[0.84155667,0.021131875,0.086140364,0.0013501666,0.0003540518,0.00022835485,0.00044971379,0.00031637336,0.04847243],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9979498,0.00088989077,0.00011338076,0.00044197316,0.00043837313,0.00016667657],"domain_scores_gemma":[0.9966072,0.0017497962,0.00037085055,0.00037509357,0.00066748745,0.0002295984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0034090965,0.00067394966,0.00049987156,0.0018566586,0.001685249,0.005603608,0.0012480855,0.0015284911,0.010177868],"category_scores_gemma":[0.006788086,0.0005611013,0.0007916873,0.0021250956,0.0049977507,0.0063624913,0.004225845,0.0036121963,0.0015439941],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045258108,0.000082098835,0.003593946,0.00039742698,0.000042061187,0.00048694792,0.005211425,0.027375234,0.001721908,0.88366956,0.0058723832,0.071501695],"study_design_scores_gemma":[0.000020621306,0.000098740056,0.0032644796,0.0010383171,0.000030369574,0.00048984244,0.005764144,0.049916774,0.0023561853,0.73815644,0.19876662,0.00009744742],"about_ca_topic_score_codex":0.010612903,"about_ca_topic_score_gemma":0.006120043,"teacher_disagreement_score":0.010612903,"about_ca_system_score_codex":0.0043877284,"about_ca_system_score_gemma":0.002780408,"threshold_uncertainty_score":0.03404838},"labels":[],"label_agreement":null},{"id":"W2165225225","doi":"10.1002/geot.201300042","title":"Deformation measurement and long‐term behaviour of passively prestressed pressure tunnels through the example of the Niagara Tunnel Facility Project / Verformungsmessung und Langzeitverhalten von passiv vorgespannten Druckstollen am Beispiel des Niagara Tunnel Facility Projekt","year":2013,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydropower; Engineering; Electrical engineering","score_opus":0.026348155947098103,"score_gpt":0.21562725540033612,"score_spread":0.189279099453238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2165225225","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99910873,0.000016071734,0.00048604092,0.0000018422688,0.0000013571349,0.000008221166,0.00011318187,0.000019051888,0.00024558257],"genre_scores_gemma":[0.9985846,0.000014933701,0.00059111184,0.0000014801632,6.2777303e-7,0.00001206396,0.0001878312,0.000003986437,0.00060327945],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99980646,0.00001925486,0.00000941909,0.000049586317,0.00008118613,0.00003411383],"domain_scores_gemma":[0.999481,0.000059581635,0.00010942814,0.0000589809,0.00020659441,0.0000844864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033201723,0.0002264471,0.0002107954,0.00047987895,0.00046452513,0.0003587298,0.00035953143,0.00032055733,0.0009460891],"category_scores_gemma":[0.0004943626,0.00021386103,0.00018187483,0.00039068487,0.00036500234,0.00026448863,0.00025232526,0.00029512309,0.00024560915],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001897346,0.00058696035,0.24843183,0.00014379036,0.00007792921,0.00085766584,0.0022782322,0.012177667,0.6914756,0.00017813915,0.00044304406,0.041451845],"study_design_scores_gemma":[0.000026212365,0.0018786052,0.9207978,0.000022958531,0.000031827072,0.00020647787,0.0009500292,0.010923559,0.06376357,0.000042926844,0.0013123024,0.000043828513],"about_ca_topic_score_codex":0.018959867,"about_ca_topic_score_gemma":0.044491306,"teacher_disagreement_score":0.018959867,"about_ca_system_score_codex":0.00038391128,"about_ca_system_score_gemma":0.00034142815,"threshold_uncertainty_score":0.037699044},"labels":[],"label_agreement":null},{"id":"W2196035959","doi":"10.1002/geot.201500027","title":"Optimization of structural contact stiffness and strength for discrete simulation of progressive failure of healed structure","year":2015,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Nuclear Waste Management Organization","keywords":"Stiffness; Discontinuity (linguistics); Finite element method; Structural engineering; Geology; Geotechnical engineering; Engineering; Mathematics; Mathematical analysis","score_opus":0.014017408547034933,"score_gpt":0.23636145834131025,"score_spread":0.22234404979427533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2196035959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85147834,0.000090993606,0.13943706,0.00014883815,0.000025360572,0.00008612621,0.00018800126,0.00037847605,0.008166812],"genre_scores_gemma":[0.98892295,0.000018145422,0.010329414,0.000008959705,0.00000207637,0.00004137382,0.00003113927,0.000019532376,0.0006263902],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987745,0.00004734635,0.0000052356904,0.00001524236,0.000029636021,0.000024966364],"domain_scores_gemma":[0.9991035,0.0006297736,0.000079146,0.000044098124,0.00008987099,0.00005346825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048767508,0.0004964695,0.00044037806,0.00046439804,0.0003263085,0.00053576805,0.00068978703,0.0009944414,0.0020951978],"category_scores_gemma":[0.0015188638,0.0003258292,0.00042260272,0.00021710886,0.00057999603,0.0002411353,0.00047201567,0.00047066956,0.00016714851],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002432036,0.000020801594,0.0005141503,0.0000105468525,0.000003704681,0.00001631934,0.000011371026,0.9974126,0.0009036614,0.00020708713,0.000022361099,0.00085297663],"study_design_scores_gemma":[0.0000035056746,0.000012193105,0.00007150611,8.901634e-7,9.777548e-7,0.0000011309523,0.0000037193145,0.99965215,0.00020195104,0.00003163369,0.000019343317,0.000001033305],"about_ca_topic_score_codex":0.012956548,"about_ca_topic_score_gemma":0.008969236,"teacher_disagreement_score":0.012956548,"about_ca_system_score_codex":0.00068675727,"about_ca_system_score_gemma":0.0006586472,"threshold_uncertainty_score":0.02576226},"labels":[],"label_agreement":null},{"id":"W2247609637","doi":"10.1002/geot.201500021","title":"Hydro‐mechanical response of Opalinus Clay during excavation works – a synopsis from the Mont Terri URL","year":2015,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Soil and Unsaturated Flow","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Excavation; Geology; Geotechnical engineering; Radioactive waste; Mining engineering; Brittleness; Rock mass classification; Pore water pressure; Fracture (geology); Engineering; Materials science; Waste management","score_opus":0.015899802727378693,"score_gpt":0.19663969853724622,"score_spread":0.18073989580986752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2247609637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980786,0.0002017193,0.00020169065,0.000025356912,0.000002202869,0.000008651362,0.00011394652,0.000012302857,0.0013553776],"genre_scores_gemma":[0.99876165,0.00014495975,0.0002469743,0.00001058665,0.000004545417,0.0000064525148,0.00008711701,0.0000030765982,0.0007347071],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9999145,0.000011385707,0.0000049171204,0.000017405195,0.0000342015,0.000017523847],"domain_scores_gemma":[0.9998604,0.000038663133,0.00003714901,0.0000093293565,0.000035304918,0.000019132158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014890265,0.0001346445,0.00012851403,0.00090346055,0.0004248581,0.00028423787,0.00027040954,0.00026831805,0.0011279446],"category_scores_gemma":[0.00018452786,0.00009701414,0.00012446464,0.0003993678,0.00050122204,0.00013196167,0.00030781966,0.00014610312,0.00015723088],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001005276,0.00041135555,0.32984567,0.0006586143,0.00007807076,0.0063406923,0.0047733597,0.00623395,0.566946,0.00068899203,0.0011477448,0.08187036],"study_design_scores_gemma":[0.000006865078,0.00035213685,0.96608526,0.000026132087,0.000016990276,0.00057546335,0.0021348894,0.002911063,0.024470456,0.00014563304,0.003252179,0.000023069098],"about_ca_topic_score_codex":0.00839799,"about_ca_topic_score_gemma":0.018233836,"teacher_disagreement_score":0.00839799,"about_ca_system_score_codex":0.00036460464,"about_ca_system_score_gemma":0.00015283842,"threshold_uncertainty_score":0.016698241},"labels":[],"label_agreement":null},{"id":"W2531505279","doi":"10.1002/geot.201600034","title":"Installation of a microseismic monitoring system in the Mittersill scheelite mine / Aufbau eines mikroseismischen Überwachungssystems im Mittersiller Scheelit Bergbau","year":2016,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Drilling and Well Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Outcrop; Microseism; Seismology; Mining engineering; Geomorphology; Humanities; Art","score_opus":0.007817195274477383,"score_gpt":0.1757655213054522,"score_spread":0.16794832603097481,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2531505279","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9694669,0.00023312634,0.020302,0.00014491842,0.00005605537,0.00052390335,0.0016645335,0.0027289991,0.004879557],"genre_scores_gemma":[0.95936096,0.0000665495,0.031362366,0.000052644788,0.0000171417,0.00027596316,0.0010791327,0.00005105623,0.007734137],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99903524,0.00007213726,0.000032333424,0.00024950865,0.0004924267,0.000118368924],"domain_scores_gemma":[0.9996014,0.00003627006,0.00004514769,0.000028830385,0.00017521593,0.000113146896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058072957,0.00051156303,0.000403621,0.0008674043,0.0005474704,0.0004590146,0.0005985224,0.00052811584,0.0041927546],"category_scores_gemma":[0.00031840696,0.00032454135,0.00017867702,0.00043705123,0.00027062025,0.00034196008,0.00059337553,0.0004108552,0.0010742991],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018046981,0.0006786465,0.099676915,0.00031151046,0.000084784515,0.00092509785,0.0011509302,0.0076687057,0.6760501,0.00043409146,0.006334486,0.20487995],"study_design_scores_gemma":[0.00049664004,0.005173166,0.54127663,0.000109072374,0.00012767136,0.0009164048,0.0013304269,0.10140013,0.29372436,0.00024582908,0.05497493,0.0002247391],"about_ca_topic_score_codex":0.019491378,"about_ca_topic_score_gemma":0.033997584,"teacher_disagreement_score":0.019491378,"about_ca_system_score_codex":0.00089344557,"about_ca_system_score_gemma":0.0013050106,"threshold_uncertainty_score":0.038755834},"labels":[],"label_agreement":null},{"id":"W2800984150","doi":"10.1002/geot.201800002","title":"Tool wear analysis of pressurized face TBM drives in the glacial geology of the Pacific Northwest","year":2018,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Baseline (sea); Context (archaeology); Tunnel boring machine; Subsoil; Geology; Geotechnical engineering; Engineering; Mining engineering; Civil engineering; Environmental science; Oceanography; Mechanical engineering","score_opus":0.00705938942001254,"score_gpt":0.19459918520820343,"score_spread":0.18753979578819088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800984150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9997515,0.0000058243363,0.00005947886,0.0000010104301,2.2314636e-7,0.0000018312428,0.00007055992,0.000002974031,0.00010660378],"genre_scores_gemma":[0.9992755,0.000013588516,0.00020450464,0.0000016850368,3.136219e-7,0.0000029267521,0.00021007135,0.0000016291041,0.00028987273],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99989057,0.000007674351,0.0000077960585,0.000024245255,0.000051911884,0.000017733606],"domain_scores_gemma":[0.99971384,0.00005102669,0.00005679598,0.000020077505,0.00012529964,0.000032922006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013810744,0.00016051168,0.00020226689,0.0008606464,0.00043509892,0.00037418675,0.00024482477,0.0001879513,0.0005364553],"category_scores_gemma":[0.0004584261,0.00013946509,0.000118440286,0.00090827025,0.00020877419,0.00014828729,0.00019319143,0.00016388703,0.00010564473],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001732862,0.00009277005,0.96524596,0.000024410403,0.000031086256,0.00033961798,0.0007511741,0.0016832997,0.015856137,0.00002819627,0.00012548352,0.015648568],"study_design_scores_gemma":[0.0000012275118,0.000059242608,0.99618983,0.000002384869,0.00000392322,0.00007142337,0.0004480415,0.0013882559,0.0016545783,0.0000069225994,0.00017149236,0.0000026070402],"about_ca_topic_score_codex":0.11388624,"about_ca_topic_score_gemma":0.2963907,"teacher_disagreement_score":0.11388624,"about_ca_system_score_codex":0.00059522176,"about_ca_system_score_gemma":0.00034352476,"threshold_uncertainty_score":0.22644669},"labels":[],"label_agreement":null},{"id":"W2885133455","doi":"10.1002/geot.201800009","title":"EPB tunnelling through clay‐sand mixed soils: Proposed methodology for clogging evaluation","year":2018,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University; Deutsche Forschungsgemeinschaft","keywords":"Clogging; Geotechnical engineering; Soil water; Tunnel boring machine; Environmental remediation; Quantum tunnelling; Mining engineering; Engineering; Environmental science; Soil science; Mechanical engineering; Materials science; Contamination","score_opus":0.08265528912955147,"score_gpt":0.2993629468786566,"score_spread":0.21670765774910514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2885133455","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03740374,0.00011268833,0.96096045,0.000014234593,0.000010503271,0.00016988677,0.000062560466,0.0005398064,0.0007261731],"genre_scores_gemma":[0.54910004,0.00018328064,0.44899294,0.000013363733,0.000008644699,0.0003777897,0.00009597931,0.000033921104,0.0011940565],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99924755,0.00014254708,0.00004950451,0.00013658039,0.0003815358,0.000042222797],"domain_scores_gemma":[0.99910575,0.00016060816,0.00016074578,0.00009362529,0.00044027567,0.000038837057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00071775785,0.0007198732,0.00054416165,0.0021892325,0.0002959808,0.0008454714,0.00081793516,0.000781203,0.001820027],"category_scores_gemma":[0.001396153,0.00027406114,0.00037445652,0.0009041874,0.00047990892,0.000621418,0.0006190986,0.00029765352,0.00043615059],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003108098,0.00027278258,0.009721601,0.0010576596,0.00007045777,0.00022469866,0.00032438574,0.12447015,0.3683788,0.006297516,0.00060277566,0.48826844],"study_design_scores_gemma":[0.00002026597,0.00036452131,0.0034276852,0.000041398052,0.000023508894,0.00021101924,0.000110135064,0.9222936,0.070489556,0.0011738793,0.0017978791,0.000046540554],"about_ca_topic_score_codex":0.00088891515,"about_ca_topic_score_gemma":0.0010019261,"teacher_disagreement_score":0.0021892325,"about_ca_system_score_codex":0.000436071,"about_ca_system_score_gemma":0.00054987974,"threshold_uncertainty_score":0.0060886145},"labels":[],"label_agreement":null},{"id":"W2965247057","doi":"10.1002/geot.201900014","title":"EPB machine excavation of mixed soils – Laboratory characterisation","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Deutsche Forschungsgemeinschaft","keywords":"Geotechnical engineering; Soil water; Concrete slump test; Excavation; Slump; Geology; Mining engineering; Soil science; Materials science; Cement; Metallurgy","score_opus":0.00493781115260798,"score_gpt":0.16720062261587681,"score_spread":0.16226281146326885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965247057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979243,0.000044528744,0.0015930252,0.0000040111886,0.0000037208545,0.000033248234,0.00014583337,0.000021178046,0.00023002952],"genre_scores_gemma":[0.99669987,0.000053224376,0.0024960886,0.0000054255993,0.0000044775816,0.000051476258,0.00018044097,0.0000097927805,0.00049911987],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950504,0.00008589638,0.000042964395,0.000108175875,0.00017498397,0.0000828418],"domain_scores_gemma":[0.9992964,0.00022876823,0.00012575864,0.000099798,0.00017258125,0.00007659781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048548775,0.0004796478,0.00038204965,0.00055392133,0.00033240172,0.0003418232,0.000340319,0.000505645,0.0012461138],"category_scores_gemma":[0.00078329694,0.00015231511,0.00022107255,0.0004077717,0.0004193098,0.00033795802,0.000388793,0.00034334484,0.00023273542],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007892084,0.0005642682,0.0053062695,0.0001966287,0.000020276137,0.0002791634,0.0004440229,0.0019400534,0.9805093,0.000078636585,0.0000726945,0.009799493],"study_design_scores_gemma":[0.000084517415,0.008875551,0.05648785,0.00005186217,0.000059641436,0.00047633247,0.0008158081,0.00814884,0.9225704,0.00012961456,0.0022619534,0.00003774878],"about_ca_topic_score_codex":0.0005628212,"about_ca_topic_score_gemma":0.00076551986,"teacher_disagreement_score":0.0012461138,"about_ca_system_score_codex":0.0001138652,"about_ca_system_score_gemma":0.0001440593,"threshold_uncertainty_score":0.0041686893},"labels":[],"label_agreement":null},{"id":"W2977412979","doi":"10.1002/geot.201900026","title":"At the Limit – Soft‐ground tunnelling under the city highway of Toronto","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Excavation; Christian ministry; Procurement; Civil engineering; Transport engineering; Engineering; Geotechnical engineering; Business; Law","score_opus":0.009418626375903516,"score_gpt":0.18272794341138074,"score_spread":0.17330931703547722,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2977412979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9821745,0.000051749346,0.0006912463,0.000085807646,0.000010594239,0.000047474106,0.0006377872,0.00003423321,0.0162666],"genre_scores_gemma":[0.99068004,0.000035797064,0.0006705129,0.000009249624,0.0000012009596,0.000011482517,0.00022553242,0.0000052706387,0.008360967],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99951935,0.000035678368,0.000011565177,0.000058673806,0.00021042458,0.00016431483],"domain_scores_gemma":[0.9994789,0.00003893661,0.00003750423,0.000043792683,0.00029757505,0.000103239814],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031752724,0.00021678225,0.00014998035,0.00047879238,0.002265972,0.0011358385,0.00035509284,0.00037073492,0.007075899],"category_scores_gemma":[0.00063155725,0.00014163605,0.000186458,0.00053752813,0.0008476655,0.00036432772,0.00054134475,0.0003467131,0.0005788493],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025693704,0.00043699125,0.6321122,0.0006859041,0.00012859656,0.008853151,0.020139126,0.051579308,0.1110629,0.024497947,0.023319792,0.124614745],"study_design_scores_gemma":[0.000036654597,0.00057279994,0.91956705,0.00015908158,0.000049220584,0.0004830675,0.021175928,0.018109739,0.011840805,0.0009406151,0.02698562,0.000079416444],"about_ca_topic_score_codex":0.83764637,"about_ca_topic_score_gemma":0.9712781,"teacher_disagreement_score":0.16235363,"about_ca_system_score_codex":0.008009796,"about_ca_system_score_gemma":0.011414755,"threshold_uncertainty_score":0.3266195},"labels":[],"label_agreement":null},{"id":"W2978938961","doi":"10.1002/geot.201900029","title":"Innovative NATM solutions for major subway stations in North America – An overview of recent developments and project case histories","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; New Austrian Tunnelling method; Civil engineering; Shotcrete; Parliament; Transport engineering; Political science; Excavation","score_opus":0.04715717065494958,"score_gpt":0.2607750132135346,"score_spread":0.213617842558585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2978938961","genre_codex":"empirical","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6571901,0.08948664,0.05227921,0.0066312524,0.0004500749,0.001174203,0.000836348,0.0006093626,0.19134288],"genre_scores_gemma":[0.79839194,0.064994805,0.09805147,0.00048842636,0.00011505824,0.00049430307,0.0010484493,0.00005592084,0.036359597],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99943167,0.00013481012,0.00003697604,0.00006483496,0.000214797,0.00011696411],"domain_scores_gemma":[0.99944097,0.00007293908,0.000085712825,0.000038711285,0.00025669538,0.00010496478],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001483036,0.00029092317,0.00011895199,0.0013290726,0.0008189061,0.0011834663,0.00066931476,0.00067296694,0.0025246367],"category_scores_gemma":[0.00075631647,0.00016169404,0.00021217264,0.0019397239,0.00048207666,0.0009289777,0.001066426,0.00044479233,0.0004145255],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000093668445,0.00059521606,0.021621114,0.0023950918,0.000030733372,0.0012015373,0.002416747,0.0067481007,0.011048203,0.031676974,0.014606176,0.90756637],"study_design_scores_gemma":[0.000023378256,0.0009353899,0.053127795,0.0016355729,0.00004611139,0.0022509254,0.01054831,0.011092595,0.010898111,0.0030251853,0.90635175,0.00006484059],"about_ca_topic_score_codex":0.007536823,"about_ca_topic_score_gemma":0.02183154,"teacher_disagreement_score":0.007536823,"about_ca_system_score_codex":0.001876799,"about_ca_system_score_gemma":0.0030378625,"threshold_uncertainty_score":0.014985919},"labels":[],"label_agreement":null},{"id":"W3132930893","doi":"10.1002/geot.202000053","title":"Designing a state‐of‐the‐art monitoring system in challenging operating conditions","year":2021,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Fault Detection and Control Systems","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"State (computer science); Computer science; Programming language","score_opus":0.010239276177370638,"score_gpt":0.20116427167126447,"score_spread":0.19092499549389383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132930893","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16137744,0.00018586886,0.82229227,0.0001839278,0.000104485545,0.00026463813,0.00014148062,0.007624381,0.007825595],"genre_scores_gemma":[0.821286,0.00013911007,0.16996527,0.00007066961,0.000031769283,0.00020716077,0.00023512366,0.00017955237,0.007885397],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993048,0.00012093569,0.00002938631,0.00014155678,0.0003059295,0.000097358694],"domain_scores_gemma":[0.9996113,0.000070919086,0.00003813816,0.00008092057,0.00015113353,0.000047683574],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00095165614,0.00046637925,0.0005469353,0.00036350274,0.00059109624,0.0015280675,0.0012274741,0.0009833295,0.004200622],"category_scores_gemma":[0.0008971094,0.00039161576,0.00033006366,0.00018633695,0.0004378452,0.001213592,0.0008843552,0.0003714143,0.0013028738],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066925114,0.00042943814,0.008305456,0.00055934244,0.000094708324,0.0008642053,0.0012601936,0.13749845,0.5516413,0.005770894,0.006185313,0.2867215],"study_design_scores_gemma":[0.000085979795,0.0013428766,0.01755317,0.00010674398,0.000104785744,0.0006145141,0.00044847713,0.81946486,0.11909285,0.001791737,0.039247703,0.00014629088],"about_ca_topic_score_codex":0.0029333227,"about_ca_topic_score_gemma":0.003963667,"teacher_disagreement_score":0.004200622,"about_ca_system_score_codex":0.00039403862,"about_ca_system_score_gemma":0.000703199,"threshold_uncertainty_score":0.014052451},"labels":[],"label_agreement":null},{"id":"W4206778636","doi":"10.1002/geot.202070301","title":"Cover Picture: Geomechanics and Tunnelling 3/2020","year":2020,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Geology; Cover (algebra); Seal (emblem); Geotechnical engineering; Quantum tunnelling; Section (typography); Engineering; Mining engineering; Archaeology; Materials science; Geography; Mechanical engineering; Computer science","score_opus":0.009951049788811242,"score_gpt":0.1949773987402362,"score_spread":0.18502634895142495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206778636","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016459938,0.0007857822,0.0011655802,0.0024833162,0.004567243,0.00021653526,0.016039765,0.0019561038,0.9711397],"genre_scores_gemma":[0.004571723,0.0005726621,0.00054597826,0.00036915936,0.00047712855,0.000058459595,0.009051512,0.00040738404,0.983946],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998142,0.000012934551,0.0000045281217,0.000019339368,0.00011197706,0.000036932808],"domain_scores_gemma":[0.99947935,0.000025062562,0.00001557381,0.000043099128,0.00023193906,0.00020496093],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004960307,0.0007995768,0.00023228009,0.0009120161,0.00076517055,0.00219518,0.00050674437,0.0012032859,0.62689084],"category_scores_gemma":[0.0004967282,0.00021438043,0.00028800996,0.0007303217,0.00021585988,0.0013681719,0.0011002094,0.0009936582,0.42001015],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037468886,0.000027892245,0.00012549496,0.00008072999,8.0360354e-7,0.000024713494,0.0000066609036,0.0001517082,0.0004334151,0.0008549688,0.96914536,0.029110737],"study_design_scores_gemma":[0.000009135035,0.00002845,0.0012136034,0.000048033446,9.739939e-7,0.0000210316,0.000022116372,0.00019691195,0.00026150458,0.00048644742,0.9977082,0.0000034620607],"about_ca_topic_score_codex":0.004752486,"about_ca_topic_score_gemma":0.013882711,"teacher_disagreement_score":0.37310916,"about_ca_system_score_codex":0.0008662607,"about_ca_system_score_gemma":0.0010129494,"threshold_uncertainty_score":0.5321949},"labels":[],"label_agreement":null},{"id":"W4214744754","doi":"10.1002/geot.201970501","title":"Cover Picture: Geomechanics and Tunnelling 5/2019","year":2019,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomechanics; Geology; Cover (algebra); Section (typography); Quantum tunnelling; Geotechnical engineering; Mining engineering; Engineering; Computer science; Mechanical engineering; Physics","score_opus":0.006472858093641851,"score_gpt":0.18512172834177237,"score_spread":0.17864887024813053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214744754","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0006429147,0.00056540547,0.0011765471,0.002317354,0.0046419296,0.00019493478,0.011973486,0.0015310568,0.9769564],"genre_scores_gemma":[0.0015708874,0.00032185117,0.0002774475,0.00017875915,0.00031894297,0.00002290237,0.0043241284,0.00025998813,0.992725],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99967396,0.000019769137,0.0000112105745,0.000039887636,0.00020909894,0.000046074212],"domain_scores_gemma":[0.99885225,0.000065900196,0.000032383905,0.000093856106,0.0006599727,0.0002955352],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00047423414,0.00087312766,0.00037559881,0.0015076646,0.001059643,0.0028369008,0.0007263788,0.0014678675,0.7882479],"category_scores_gemma":[0.0008866088,0.00025831236,0.0003375465,0.0013448725,0.00040695426,0.0015847108,0.001395578,0.0013205851,0.6274894],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023512905,0.00002046319,0.000096701246,0.0000762665,7.503148e-7,0.000021002392,0.000007300496,0.000077042634,0.00028325556,0.0008543916,0.97124285,0.02729647],"study_design_scores_gemma":[0.0000065920585,0.000017445216,0.0009205946,0.00007962326,9.359446e-7,0.000020820313,0.000024513685,0.00012602119,0.00020663402,0.00044275646,0.99815035,0.0000037613825],"about_ca_topic_score_codex":0.010441464,"about_ca_topic_score_gemma":0.03385467,"teacher_disagreement_score":0.21175212,"about_ca_system_score_codex":0.0012981237,"about_ca_system_score_gemma":0.0016049095,"threshold_uncertainty_score":0.30203867},"labels":[],"label_agreement":null},{"id":"W4223526319","doi":"10.1002/geot.202100078","title":"Use of BIM technology for optimization and virtual build of TBM tunnels","year":2022,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Precast concrete; Shield; Engineering; Envelope (radar); Structural engineering; Tunnel boring machine; Line (geometry); Mechanical engineering; Aerospace engineering; Geology; Geometry","score_opus":0.014406041484185571,"score_gpt":0.19185157512594672,"score_spread":0.17744553364176116,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4223526319","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04032781,0.00003974196,0.945281,0.00007692044,0.000022137037,0.00010193103,0.00024653962,0.0028905752,0.0110133495],"genre_scores_gemma":[0.5022738,0.000089458714,0.4936784,0.000020334297,0.000005795888,0.00018056789,0.00046979432,0.0005866418,0.0026951714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891317,0.00027619486,0.000043665088,0.00012036959,0.00055583485,0.00009070432],"domain_scores_gemma":[0.99926037,0.00015923756,0.000073566094,0.00025525253,0.00021435811,0.00003721917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014660486,0.0008549592,0.00063262536,0.0011907563,0.00085986435,0.0017478416,0.0011012964,0.0004454139,0.0046612737],"category_scores_gemma":[0.0019597532,0.0006524287,0.0006720223,0.00082173664,0.00068111205,0.00092293526,0.0016252022,0.0006644818,0.0008502184],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008851945,0.000095629686,0.0023837655,0.00010076148,0.000031965774,0.00015333682,0.00031371517,0.85606235,0.021949086,0.02443076,0.0013350567,0.09305515],"study_design_scores_gemma":[0.0000105419285,0.000063579595,0.0007343839,0.00001604764,0.0000132559735,0.000075392345,0.00010326328,0.9676463,0.017392391,0.0035196426,0.01040019,0.000024994173],"about_ca_topic_score_codex":0.0042173997,"about_ca_topic_score_gemma":0.0062299985,"teacher_disagreement_score":0.0046612737,"about_ca_system_score_codex":0.0010035124,"about_ca_system_score_gemma":0.0016635766,"threshold_uncertainty_score":0.015593469},"labels":[],"label_agreement":null},{"id":"W4231497573","doi":"10.1002/geot.200890019","title":"News: Geomechanik und Tunnelbau 2/2008","year":2008,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quantum tunnelling; Engineering; Rock blasting; Exhibition; Geotechnical engineering; Art history; Art; Physics","score_opus":0.015538514529180095,"score_gpt":0.1992414421048495,"score_spread":0.18370292757566942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231497573","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025673406,0.03156277,0.0022761074,0.10818805,0.19457555,0.00021058775,0.004326347,0.0014805632,0.6548127],"genre_scores_gemma":[0.0046486394,0.0055332277,0.0005057992,0.00763031,0.009902462,0.000046764835,0.0012126707,0.00020211554,0.970318],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995235,0.000026816328,0.00002124077,0.00005299071,0.00028609677,0.00008941437],"domain_scores_gemma":[0.99943393,0.00009411922,0.000045640434,0.000048212805,0.0002504588,0.00012769317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006737319,0.0010125875,0.000506227,0.0009280815,0.0009409851,0.0027239511,0.0005991457,0.0035033354,0.13213125],"category_scores_gemma":[0.0012746892,0.00046687634,0.0004411024,0.0004806087,0.0005256557,0.0015551961,0.00097322755,0.0039805174,0.09025379],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069825204,0.000019683519,0.00007944889,0.00007618319,0.0000024088558,0.000052624564,0.000011840655,0.00006646299,0.00041282453,0.002097341,0.96500057,0.03211074],"study_design_scores_gemma":[0.000008270054,0.000014728687,0.00032884555,0.00004028195,0.0000012841316,0.00002681888,0.000015178498,0.00004203759,0.00013440974,0.00027277626,0.9991116,0.0000037276411],"about_ca_topic_score_codex":0.0030756183,"about_ca_topic_score_gemma":0.008132232,"teacher_disagreement_score":0.13213125,"about_ca_system_score_codex":0.000851018,"about_ca_system_score_gemma":0.00095308444,"threshold_uncertainty_score":0.44202304},"labels":[],"label_agreement":null},{"id":"W4232753452","doi":"10.1002/geot.201970201","title":"Cover Picture: Geomechanics and Tunnelling 2/2019","year":2019,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"New Austrian Tunnelling method; Cover (algebra); Quantum tunnelling; Geomechanics; Geology; Geotechnical engineering; Line (geometry); Civil engineering; Engineering; Physics; Geometry; Mechanical engineering","score_opus":0.006472858093641851,"score_gpt":0.18512172834177237,"score_spread":0.17864887024813053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4232753452","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007795703,0.00056069705,0.0011246622,0.0018705147,0.0036642186,0.00019123587,0.029023392,0.0020326776,0.9607531],"genre_scores_gemma":[0.0019751855,0.00040599177,0.00028778423,0.00022238007,0.00030765284,0.000032201096,0.011171585,0.00039079145,0.9852063],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99974567,0.000019272959,0.000013584683,0.000039666866,0.00014381898,0.0000379714],"domain_scores_gemma":[0.99903107,0.00007571809,0.000039653674,0.000088201334,0.00048467636,0.00028067883],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004063327,0.00085907534,0.00033231333,0.0014795285,0.0006843934,0.0023559,0.000579189,0.0010971277,0.8275515],"category_scores_gemma":[0.00092194515,0.00023768173,0.00027723238,0.0015560271,0.00025676985,0.0016638918,0.0012572783,0.0009444067,0.7438245],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022058832,0.000015422283,0.00011762797,0.00008370756,6.621762e-7,0.00001672152,0.0000057624957,0.000070303606,0.00019091321,0.0004707134,0.9715909,0.02741519],"study_design_scores_gemma":[0.000006199325,0.000012123784,0.00090268627,0.00007130955,7.094231e-7,0.000019135883,0.000018232791,0.00009459503,0.0001543851,0.00025185317,0.99846554,0.0000032534147],"about_ca_topic_score_codex":0.004010754,"about_ca_topic_score_gemma":0.010759624,"teacher_disagreement_score":0.17244852,"about_ca_system_score_codex":0.0008156679,"about_ca_system_score_gemma":0.00094549963,"threshold_uncertainty_score":0.2459768},"labels":[],"label_agreement":null},{"id":"W4236226605","doi":"10.1002/geot.201490039","title":"News: Geomechanics and Tunnelling 5/2014","year":2014,"lang":"de","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quantum tunnelling; Geomechanics; Engineering; Civil engineering; Geotechnical engineering; Physics","score_opus":0.008759475002780622,"score_gpt":0.19037191058553124,"score_spread":0.18161243558275061,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4236226605","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0013553889,0.017601633,0.0019478095,0.13638502,0.29931808,0.0003188784,0.004668548,0.0012034661,0.5372011],"genre_scores_gemma":[0.003550576,0.0067419005,0.0006081541,0.017298853,0.02305488,0.000076719756,0.0020114335,0.00028074702,0.9463767],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986804,0.00006843429,0.00005167618,0.00012671373,0.0008897758,0.00018297277],"domain_scores_gemma":[0.9984571,0.00019928871,0.000089591274,0.00012999265,0.0006967547,0.0004271895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015767583,0.00105735,0.0005856217,0.0013612866,0.0013901574,0.0053632474,0.0011528725,0.0037398662,0.19985408],"category_scores_gemma":[0.0028189966,0.0005175711,0.0007847052,0.0009327275,0.0009879646,0.0027797008,0.0020565945,0.0049409056,0.07713227],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038964332,0.000030943906,0.00006280641,0.00007450703,0.0000030935244,0.00002621031,0.000010718166,0.000043492197,0.0002441992,0.0022936675,0.9798886,0.01728263],"study_design_scores_gemma":[0.000008323598,0.000014044861,0.0004393444,0.000049008384,0.0000016948115,0.000008215525,0.000026398058,0.00003743711,0.00009685956,0.00044635756,0.99886876,0.0000033487256],"about_ca_topic_score_codex":0.005993059,"about_ca_topic_score_gemma":0.016326683,"teacher_disagreement_score":0.19985408,"about_ca_system_score_codex":0.0021036793,"about_ca_system_score_gemma":0.0029381323,"threshold_uncertainty_score":0.6685785},"labels":[],"label_agreement":null},{"id":"W4237455593","doi":"10.1002/geot.200890014","title":"Diary of Events","year":2008,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomechanics; Geotechnics; Rock mechanics; Foundation (evidence); Engineering; Geology; Geotechnical engineering; Archaeology; History","score_opus":0.01300773652219904,"score_gpt":0.18222876869836227,"score_spread":0.16922103217616324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4237455593","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0074837613,0.009692806,0.0021733674,0.01384013,0.06413085,0.0006779183,0.17428702,0.0024470363,0.7252671],"genre_scores_gemma":[0.03018684,0.004883752,0.0011203359,0.003795283,0.006734345,0.000751599,0.074955806,0.0010191717,0.8765528],"study_design_codex":"not_applicable","study_design_gemma":"observational","domain_scores_codex":[0.99902654,0.00013194369,0.00007589269,0.00018379849,0.00040907375,0.00017281096],"domain_scores_gemma":[0.99685293,0.00042866662,0.00025963978,0.00046707047,0.0012147789,0.00077696115],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009838884,0.00096520357,0.0008928376,0.0038411696,0.0030221157,0.0058529256,0.0010786724,0.0012113629,0.30661225],"category_scores_gemma":[0.0070949164,0.0003735623,0.00036138808,0.0059606647,0.0003850952,0.002859192,0.0033378,0.0024857786,0.1969052],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008424299,0.000014233341,0.00026415652,0.00008364314,0.0000020288398,0.000034428445,0.00015740476,0.000022523693,0.00005966838,0.0010695637,0.97497016,0.023237968],"study_design_scores_gemma":[0.00000472544,0.000009453372,0.0011009371,0.00005780993,0.0000012730751,0.000026890397,0.00019392815,0.000018361912,0.0000333373,0.00018701609,0.9983615,0.000004740954],"about_ca_topic_score_codex":0.004190643,"about_ca_topic_score_gemma":0.0071291574,"teacher_disagreement_score":0.30661225,"about_ca_system_score_codex":0.0011023848,"about_ca_system_score_gemma":0.0010046379,"threshold_uncertainty_score":0.98903346},"labels":[],"label_agreement":null},{"id":"W4239805061","doi":"10.1002/geot.202070101","title":"Cover Picture: Geomechanics and Tunnelling 1/2020","year":2020,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Quantum tunnelling; Cover (algebra); Geotechnical engineering; Engineering; Structural engineering; Civil engineering; Geology; Mechanical engineering; Materials science","score_opus":0.009951049788811242,"score_gpt":0.1949773987402362,"score_spread":0.18502634895142495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4239805061","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0005242949,0.0005852688,0.000703334,0.00209623,0.006121909,0.00016037251,0.007756132,0.0014070106,0.98064536],"genre_scores_gemma":[0.0014987851,0.0004021317,0.0002009402,0.00040145614,0.00063510897,0.00003782658,0.0035966367,0.00025806818,0.9929691],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997143,0.000020072423,0.000010178807,0.000030492232,0.000177914,0.000046996534],"domain_scores_gemma":[0.9988938,0.00007764685,0.000034928027,0.000077426055,0.00048779175,0.00042851866],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00064261875,0.0009892229,0.00040642233,0.0011455078,0.000775306,0.002931446,0.00060805766,0.0018427961,0.75634557],"category_scores_gemma":[0.0010078422,0.00026946887,0.00030729684,0.0009186114,0.0003223111,0.0021734475,0.0011269652,0.0013167709,0.6711284],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022519667,0.000019796076,0.000054780936,0.00006879042,4.3162223e-7,0.000015393825,0.0000031500088,0.00007668558,0.00019659291,0.0007588109,0.97863364,0.020149319],"study_design_scores_gemma":[0.000009506182,0.000028227978,0.0006087834,0.000055566565,7.775738e-7,0.000019382496,0.000013943164,0.00013701968,0.00016064278,0.00048513975,0.99847716,0.000003885434],"about_ca_topic_score_codex":0.0032150676,"about_ca_topic_score_gemma":0.008343125,"teacher_disagreement_score":0.75634557,"about_ca_system_score_codex":0.0009117155,"about_ca_system_score_gemma":0.0012213924,"threshold_uncertainty_score":0.34754342},"labels":[],"label_agreement":null},{"id":"W4242189951","doi":"10.1002/geot.201770101","title":"Cover Picture: Geomechanics and Tunnelling 1/2017","year":2017,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Cover (algebra); Geomechanics; Quantum tunnelling; Geology; Geotechnical engineering; Engineering; Physics; Condensed matter physics; Mechanical engineering","score_opus":0.01589108482009119,"score_gpt":0.22075045835588694,"score_spread":0.20485937353579575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4242189951","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0014334164,0.0007175138,0.0016340353,0.0014469,0.0028266276,0.00010591906,0.004898981,0.0012163181,0.9857202],"genre_scores_gemma":[0.004310283,0.00070242153,0.00044002046,0.00010487826,0.0002987618,0.000020390724,0.0024888164,0.00047190965,0.9911624],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998037,0.0000110813635,0.000005210658,0.000018943458,0.00012870216,0.000032289554],"domain_scores_gemma":[0.9997154,0.000022917853,0.000008952288,0.000041904044,0.00013414447,0.000076647826],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00027118152,0.00077869085,0.00033223728,0.0012706395,0.0010754116,0.0018968506,0.00061291934,0.0008511709,0.6761541],"category_scores_gemma":[0.0003312521,0.000237957,0.0003045227,0.0008949805,0.00042771746,0.0016483464,0.0015324178,0.0012219884,0.4226017],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003691568,0.00004538065,0.00016364738,0.00011004424,0.0000014066311,0.00007758477,0.00003400773,0.00019777044,0.0010823907,0.0031521227,0.9285985,0.066500306],"study_design_scores_gemma":[0.000006001415,0.0000145385775,0.00092661736,0.0000653571,0.00000118546,0.000065071385,0.000077718796,0.00019707809,0.0009459162,0.0012030036,0.9964933,0.0000043473297],"about_ca_topic_score_codex":0.0031980022,"about_ca_topic_score_gemma":0.010621814,"teacher_disagreement_score":0.32384592,"about_ca_system_score_codex":0.0011177283,"about_ca_system_score_gemma":0.0008842102,"threshold_uncertainty_score":0.46192688},"labels":[],"label_agreement":null},{"id":"W4243249166","doi":"10.1002/geot.201870501","title":"Cover Picture: Geomechanics and Tunnelling 5/2018","year":2018,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Geology; Copper mine; Mining engineering; Cover (algebra); Geotechnical engineering; Engineering; Copper","score_opus":0.010818108806413347,"score_gpt":0.19407425069471793,"score_spread":0.18325614188830458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4243249166","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00087329705,0.0009879211,0.0017343478,0.0013340035,0.0033517277,0.00013257995,0.00753583,0.001678166,0.9823722],"genre_scores_gemma":[0.0029434015,0.0007248723,0.00038756753,0.00010513334,0.0004919755,0.000021803286,0.0034787613,0.00044387655,0.9914027],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997011,0.000018659664,0.000013215641,0.00004365579,0.0001876385,0.000035755573],"domain_scores_gemma":[0.9993913,0.000056615125,0.000026305688,0.00009799284,0.00030202264,0.00012576712],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00030035392,0.00093036,0.00052237813,0.0015620935,0.000721436,0.002589411,0.0007583657,0.0011244167,0.76906115],"category_scores_gemma":[0.000730226,0.00022446965,0.0003128448,0.0013071994,0.00035599715,0.0017806479,0.0011581287,0.0010653858,0.54934025],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043645658,0.000050015566,0.00018082549,0.00018720358,0.0000020482025,0.000049530736,0.000020249361,0.00024606838,0.0006224909,0.0021639913,0.9289035,0.06753037],"study_design_scores_gemma":[0.000007644119,0.000021357877,0.001050958,0.00009624064,0.0000014070625,0.00003931673,0.000024669122,0.00025190812,0.00040864863,0.00092248747,0.99717206,0.000003243457],"about_ca_topic_score_codex":0.0025268942,"about_ca_topic_score_gemma":0.006943151,"teacher_disagreement_score":0.23093885,"about_ca_system_score_codex":0.00090963044,"about_ca_system_score_gemma":0.0006414182,"threshold_uncertainty_score":0.3294062},"labels":[],"label_agreement":null},{"id":"W4244296802","doi":"10.1002/geot.202100015","title":"Advanced design of large cavern intersections in soft ground without conventional bar reinforcement","year":2021,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Public Health Ontario","funders":"","keywords":"Shotcrete; Reinforcement; Excavation; Bar (unit); Geotechnical engineering; Structural engineering; Engineering; Geology","score_opus":0.00991420862494671,"score_gpt":0.20933143527181,"score_spread":0.1994172266468633,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4244296802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93390673,0.00005784038,0.05713549,0.000024514831,0.000018544762,0.00007755415,0.00007932737,0.00018014091,0.008519847],"genre_scores_gemma":[0.98569655,0.000023629384,0.012812643,0.0000038903563,0.0000013975554,0.00003260292,0.00003128943,0.000014316536,0.0013836354],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997863,0.00003515408,0.000008633349,0.000027310276,0.00008810662,0.000054618078],"domain_scores_gemma":[0.999711,0.000073398944,0.00007215281,0.000025771793,0.00006871272,0.00004893482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003977555,0.00041638236,0.00040440014,0.00044290003,0.00025720647,0.0007426137,0.00095309765,0.0005875864,0.0019025799],"category_scores_gemma":[0.00053984637,0.0003349798,0.00030013153,0.0002062464,0.00056073297,0.00020405385,0.0005550129,0.00027949645,0.00023612073],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015359973,0.00007439117,0.0022737456,0.00010620768,0.000019336414,0.00033301566,0.000060824797,0.94843745,0.038779326,0.0015841002,0.00014276807,0.008035247],"study_design_scores_gemma":[0.00007218228,0.0008167706,0.004100359,0.000023971426,0.00003241426,0.000117340314,0.00011564491,0.97621673,0.015692027,0.00051178195,0.0022692878,0.000031380325],"about_ca_topic_score_codex":0.0031080656,"about_ca_topic_score_gemma":0.007876424,"teacher_disagreement_score":0.0031080656,"about_ca_system_score_codex":0.00053299026,"about_ca_system_score_gemma":0.0011805446,"threshold_uncertainty_score":0.006364763},"labels":[],"label_agreement":null},{"id":"W4248440259","doi":"10.1002/geot.200890007","title":"Termine: Geomechanik und Tunnelbau 1/2008","year":2008,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering","score_opus":0.013741738390288293,"score_gpt":0.19854561103994486,"score_spread":0.18480387264965656,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248440259","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.011478379,0.07973863,0.016852913,0.00868028,0.014397107,0.0007725001,0.032907717,0.0055327187,0.8296397],"genre_scores_gemma":[0.029513631,0.057021964,0.014406474,0.0012665286,0.0020973631,0.00081638695,0.03160129,0.0027256457,0.8605507],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99824333,0.00014764829,0.00019312472,0.00024331182,0.00094394526,0.0002286597],"domain_scores_gemma":[0.99907434,0.0001015792,0.00010854863,0.00015101835,0.00043288636,0.00013163351],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0014188964,0.0020715394,0.0012121581,0.00495791,0.0015556529,0.003994192,0.0013948141,0.0026741032,0.18047392],"category_scores_gemma":[0.0016300916,0.0010465682,0.0005746027,0.004111776,0.00097395986,0.0030130567,0.003193849,0.0043701865,0.17965858],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036114902,0.00015535759,0.0014828411,0.0012367868,0.000029439672,0.0002770127,0.00028669296,0.0013606155,0.006233496,0.024144618,0.547254,0.41717792],"study_design_scores_gemma":[0.000025016929,0.000072004565,0.0023378565,0.00037750797,0.000009378477,0.00031759296,0.000059913396,0.0003242556,0.0016847285,0.0027281218,0.99204016,0.00002334057],"about_ca_topic_score_codex":0.008677389,"about_ca_topic_score_gemma":0.0087898,"teacher_disagreement_score":0.8195261,"about_ca_system_score_codex":0.0028566604,"about_ca_system_score_gemma":0.002426179,"threshold_uncertainty_score":0.60374546},"labels":[],"label_agreement":null},{"id":"W4250536499","doi":"10.1002/geot.201590035","title":"Preview: Geomechanics and Tunnelling 4/2015","year":2015,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Geomechanics and Mining Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geomechanics; Geology; Rock mass classification; Excavation; Deformation (meteorology); Mining engineering","score_opus":0.02018260044737938,"score_gpt":0.2090731268779335,"score_spread":0.18889052643055412,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250536499","genre_codex":"other","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0015765057,0.012451537,0.018204832,0.0054592243,0.02423845,0.00058872084,0.034131248,0.01956492,0.88378453],"genre_scores_gemma":[0.0061274525,0.006281543,0.003290676,0.0009537401,0.0054012807,0.000109105895,0.0185066,0.003716546,0.955613],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99946874,0.00002929928,0.000024323803,0.000062712024,0.00035669093,0.00005825802],"domain_scores_gemma":[0.9988971,0.00011435929,0.000055171688,0.0001575842,0.00051516504,0.0002607261],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007676175,0.0013913686,0.0008400196,0.0038090076,0.00067034026,0.0041147256,0.0014186011,0.0015468032,0.69918525],"category_scores_gemma":[0.0015655435,0.0005076436,0.00071532547,0.002091153,0.0003834303,0.0024883884,0.0025921687,0.0011239852,0.47554758],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057510377,0.000041461346,0.00014065896,0.00033437592,0.000006042202,0.000039306244,0.000015556325,0.00035723188,0.0010511016,0.0016483482,0.90839744,0.087910935],"study_design_scores_gemma":[0.000013352881,0.000027181593,0.00062749605,0.00020818572,0.000003989897,0.000055736793,0.000017015258,0.0003907453,0.0004720987,0.0010939268,0.9970798,0.000010501387],"about_ca_topic_score_codex":0.0024601454,"about_ca_topic_score_gemma":0.0055882367,"teacher_disagreement_score":0.69918525,"about_ca_system_score_codex":0.0008422273,"about_ca_system_score_gemma":0.001037262,"threshold_uncertainty_score":0.42907572},"labels":[],"label_agreement":null},{"id":"W4250581090","doi":"10.1002/geot.201190002","title":"News: Geomechanics and Tunnelling 1/2011","year":2011,"lang":"de","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quantum tunnelling; New Austrian Tunnelling method; Geomechanics; Engineering; Civil engineering; Geotechnical engineering; Physics","score_opus":0.022577257385870565,"score_gpt":0.19260271164193316,"score_spread":0.17002545425606258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4250581090","genre_codex":"other","genre_gemma":"editorial","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"editorial","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0010413661,0.033548314,0.0016402967,0.17470528,0.2865047,0.00038294116,0.005395773,0.0012788154,0.49550253],"genre_scores_gemma":[0.0023744574,0.015001355,0.0006370156,0.021486187,0.030873667,0.000091479786,0.0021970544,0.000232601,0.9271062],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989673,0.0000627007,0.000056371548,0.00011841687,0.0006383364,0.00015698282],"domain_scores_gemma":[0.9977926,0.0003356027,0.0001493052,0.00016246758,0.0009644737,0.00059568207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017619586,0.0015288141,0.00061844045,0.0011661851,0.0012700332,0.005877724,0.001216045,0.0055342014,0.16856773],"category_scores_gemma":[0.0030176453,0.00066141627,0.00075071485,0.0009871057,0.001047962,0.0029442303,0.001397303,0.0062928176,0.12323311],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004923109,0.000026156984,0.000039621005,0.00012492397,0.0000027990754,0.000033217144,0.000007970859,0.00003481787,0.0002367947,0.0010287403,0.9826947,0.015720991],"study_design_scores_gemma":[0.00001197345,0.000023472785,0.00042061016,0.00009803767,0.0000026669613,0.00001744519,0.000025367017,0.000033013595,0.00012522956,0.00035510125,0.9988821,0.0000049944047],"about_ca_topic_score_codex":0.0059643527,"about_ca_topic_score_gemma":0.018800111,"teacher_disagreement_score":0.16856773,"about_ca_system_score_codex":0.0019404202,"about_ca_system_score_gemma":0.0028330968,"threshold_uncertainty_score":0.56391525},"labels":[],"label_agreement":null},{"id":"W4251018263","doi":"10.1002/geot.202170404","title":"News: Geomechanics and Tunnelling 4/2021","year":2021,"lang":"de","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomechanics; Quantum tunnelling; Engineering; Civil engineering; Humanities; Geotechnical engineering; Physics; Art","score_opus":0.011556283801074266,"score_gpt":0.19925064789800118,"score_spread":0.1876943640969269,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251018263","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0022879513,0.008546853,0.0014357998,0.072418354,0.10745301,0.00038628513,0.0093708355,0.0012466845,0.79685426],"genre_scores_gemma":[0.0034796647,0.0031687664,0.00046699937,0.008199886,0.0069428952,0.0000716381,0.0033138278,0.00014037726,0.9742159],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994661,0.00002851364,0.000023911512,0.00004827891,0.0003350051,0.000098099015],"domain_scores_gemma":[0.9988457,0.00016524372,0.00007529528,0.00008931675,0.00046698807,0.00035743226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011309804,0.00092242664,0.00037519904,0.0009217717,0.00086080143,0.003389772,0.00083135505,0.0041071703,0.19518271],"category_scores_gemma":[0.0019025474,0.00039224423,0.00050143903,0.0006478732,0.00053268886,0.001996649,0.0010214209,0.0036078757,0.1108133],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005654922,0.000051855284,0.00013126676,0.00010430476,0.000002361993,0.000051476673,0.000010516428,0.00009541012,0.00050820265,0.0018753445,0.9728674,0.024245195],"study_design_scores_gemma":[0.000009507714,0.00002194723,0.00077794143,0.000049978033,0.0000012866199,0.000013015423,0.000023675047,0.00004797552,0.000097979886,0.00023263045,0.99872094,0.0000030011051],"about_ca_topic_score_codex":0.005795033,"about_ca_topic_score_gemma":0.01736471,"teacher_disagreement_score":0.19518271,"about_ca_system_score_codex":0.0010724886,"about_ca_system_score_gemma":0.0019971374,"threshold_uncertainty_score":0.65295124},"labels":[],"label_agreement":null},{"id":"W4251897536","doi":"10.1002/geot.201870401","title":"Cover Picture: Geomechanics and Tunnelling 4/2018","year":2018,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Work (physics); Cover (algebra); Civil engineering; Geology; Engineering; Geography; Mining engineering","score_opus":0.011340352466044992,"score_gpt":0.20289595557613274,"score_spread":0.19155560311008774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4251897536","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00079202873,0.0008093974,0.0008395445,0.001134083,0.0019371591,0.000110608664,0.0067739575,0.0014150741,0.9861881],"genre_scores_gemma":[0.0035994768,0.000710787,0.0002777182,0.00010923499,0.0003986949,0.000026599244,0.0029006053,0.00042077492,0.99155605],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997881,0.000015531154,0.000008421174,0.000030534466,0.00012480126,0.000032635253],"domain_scores_gemma":[0.9996345,0.000039336726,0.000015478927,0.000060294024,0.0001603455,0.00008994079],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00023279114,0.00080838316,0.00039002023,0.0012409354,0.00088583824,0.002192179,0.00061184395,0.0009075168,0.7782794],"category_scores_gemma":[0.0005267388,0.0001884825,0.0002597274,0.0012783507,0.000308481,0.0015430048,0.0011218628,0.0009921036,0.56643105],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000030167364,0.000032480963,0.00014204215,0.00016588348,0.0000010617848,0.000061926694,0.000032731125,0.00013259458,0.0006248981,0.0017443037,0.94452703,0.052504845],"study_design_scores_gemma":[0.000004375103,0.000011264234,0.0008917391,0.00007376287,6.2492984e-7,0.000037125406,0.00003329979,0.00007700746,0.0002654801,0.00047696385,0.998126,0.000002433331],"about_ca_topic_score_codex":0.0025922847,"about_ca_topic_score_gemma":0.0073052673,"teacher_disagreement_score":0.22172058,"about_ca_system_score_codex":0.0009388622,"about_ca_system_score_gemma":0.0005461005,"threshold_uncertainty_score":0.31625748},"labels":[],"label_agreement":null},{"id":"W4252459457","doi":"10.1002/geot.201970205","title":"Site Reports: Geomechanics and Tunneling 2/2019","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomechanics; Quantum tunnelling; Connection (principal bundle); Geotechnical engineering; Engineering; Geology; Civil engineering; Structural engineering; Physics","score_opus":0.005018182347566022,"score_gpt":0.1746199177928678,"score_spread":0.1696017354453018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4252459457","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.016238192,0.0017851891,0.0026449666,0.009248417,0.010851387,0.0017401928,0.15515073,0.004123426,0.7982175],"genre_scores_gemma":[0.011625261,0.000668507,0.0007347429,0.0002824591,0.00044568322,0.00010315624,0.035375588,0.00029500367,0.9504696],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993293,0.000027657103,0.000020504383,0.000046150133,0.0004769788,0.00009936802],"domain_scores_gemma":[0.9980191,0.00008542453,0.000064155494,0.00013959655,0.0012854087,0.0004064055],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00077559164,0.0007286546,0.00036066087,0.0022084066,0.0011758007,0.001931896,0.00084068946,0.0012252155,0.42714357],"category_scores_gemma":[0.0010881169,0.0003836789,0.00042944914,0.0014224742,0.0003444763,0.0006679285,0.0013969251,0.0009642977,0.15047354],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015174644,0.00014038052,0.0023090143,0.00020694257,0.000007973307,0.00011315664,0.000042922147,0.00022979731,0.0018386774,0.00068253156,0.95812887,0.036147945],"study_design_scores_gemma":[0.00005646211,0.00010924088,0.018548772,0.00008404738,0.000011323826,0.000084489955,0.00016812964,0.00046197817,0.0019584983,0.00022816335,0.97827053,0.000018355508],"about_ca_topic_score_codex":0.0555782,"about_ca_topic_score_gemma":0.1628931,"teacher_disagreement_score":0.42714357,"about_ca_system_score_codex":0.0017398727,"about_ca_system_score_gemma":0.0046823756,"threshold_uncertainty_score":0.8171102},"labels":[],"label_agreement":null},{"id":"W4254209524","doi":"10.1002/geot.201970506","title":"Site Reports: Geomechanics and Tunneling 5/2019","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geomechanics; Quantum tunnelling; Geology; Geotechnical engineering; Engineering; Mining engineering; Civil engineering; Physics","score_opus":0.004597442709209025,"score_gpt":0.1712160655718567,"score_spread":0.16661862286264767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4254209524","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021993097,0.001787634,0.0022670769,0.008275574,0.008995709,0.0011480877,0.03705818,0.0024542292,0.9160205],"genre_scores_gemma":[0.010211653,0.00035760368,0.0006227432,0.00017926581,0.00023079228,0.000035762358,0.0064771045,0.00016516868,0.9817199],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992919,0.000032044965,0.000017139877,0.000047148307,0.0004909898,0.000120673314],"domain_scores_gemma":[0.9986078,0.000090154674,0.000039523708,0.000112669484,0.00087507244,0.00027479776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079332717,0.00059527654,0.00031871343,0.001913723,0.0013905303,0.0021810024,0.0009077093,0.0013596275,0.4609759],"category_scores_gemma":[0.0011082888,0.00035170454,0.0004217986,0.0008977002,0.00045730892,0.0006112086,0.0015180056,0.0012303015,0.106294006],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024978656,0.0002478479,0.0027508417,0.00029706454,0.000010046506,0.00027714638,0.00011214387,0.00043395426,0.0036173896,0.002123199,0.9087433,0.08113726],"study_design_scores_gemma":[0.000034484594,0.000091037386,0.010124303,0.000069723945,0.000006327031,0.00010005988,0.00020075105,0.00032863484,0.0012742417,0.0001948992,0.9875638,0.00001184382],"about_ca_topic_score_codex":0.056852825,"about_ca_topic_score_gemma":0.16571966,"teacher_disagreement_score":0.4609759,"about_ca_system_score_codex":0.0015667097,"about_ca_system_score_gemma":0.004838916,"threshold_uncertainty_score":0},"labels":[],"label_agreement":null},{"id":"W4255065384","doi":"10.1002/geot.202070501","title":"Cover Picture: Geomechanics and Tunnelling 5/2020","year":2020,"lang":"en","type":"paratext","venue":"Geomechanics and Tunnelling","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mining engineering; Geomechanics; Geology; Engineering; Geotechnical engineering","score_opus":0.008741900268613134,"score_gpt":0.18588908556481906,"score_spread":0.17714718529620593,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255065384","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012285773,0.00035370627,0.0011385989,0.0012836135,0.0021291708,0.00017155192,0.014352208,0.001913767,0.97742885],"genre_scores_gemma":[0.004546753,0.00029202757,0.0007750587,0.00019115982,0.00016571293,0.00004608164,0.008629903,0.00046992966,0.9848835],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9997719,0.000015698277,0.000006098216,0.000021146434,0.0001437498,0.000041449875],"domain_scores_gemma":[0.9993155,0.000029735833,0.000016425805,0.00006126142,0.00038637916,0.00019078079],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00050051877,0.0007593185,0.00021740238,0.0009891471,0.0009724518,0.002167599,0.0005948704,0.0009994531,0.6867675],"category_scores_gemma":[0.0006044279,0.00022746394,0.00029337843,0.0007959074,0.00024056784,0.00154244,0.0012094035,0.00090636144,0.42893946],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036164638,0.00003085129,0.00019471058,0.00006321713,7.0427353e-7,0.000031670286,0.000012681017,0.00016104463,0.00038869804,0.0007650379,0.9626648,0.035650413],"study_design_scores_gemma":[0.000007739201,0.000020391984,0.0015092869,0.000042591593,8.506843e-7,0.000026385513,0.000043049902,0.00021897892,0.00026791965,0.00040413652,0.9974547,0.0000040680134],"about_ca_topic_score_codex":0.012582105,"about_ca_topic_score_gemma":0.03710511,"teacher_disagreement_score":0.6867675,"about_ca_system_score_codex":0.0010014648,"about_ca_system_score_gemma":0.0011852302,"threshold_uncertainty_score":0.44678807},"labels":[],"label_agreement":null},{"id":"W4301396626","doi":"10.1002/geot.202200047","title":"Practical recommendations for machine learning in underground rock engineering – On algorithm development, data balancing, and input variable selection","year":2022,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Toolbox; Machine learning; Computer science; Algorithm; Process (computing); Artificial intelligence; Resource (disambiguation); Data mining","score_opus":0.02771238770067212,"score_gpt":0.24270195472957568,"score_spread":0.21498956702890357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4301396626","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004627862,0.0037330317,0.8974649,0.082612,0.0012180443,0.00060049945,0.00017011895,0.0023696888,0.007203853],"genre_scores_gemma":[0.02794845,0.0021932814,0.96032697,0.0041378145,0.0008991609,0.0007449267,0.0003634841,0.00039639085,0.002989454],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.95758986,0.032947168,0.0020209218,0.0017346202,0.0051411567,0.00056622445],"domain_scores_gemma":[0.8249417,0.12998253,0.0042121,0.012417289,0.025425896,0.0030203955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.060749248,0.0017396705,0.001235924,0.0029714648,0.0011720994,0.006399168,0.004302541,0.004711786,0.012158138],"category_scores_gemma":[0.17580535,0.00090048654,0.0011129795,0.0026027309,0.0033933953,0.010913147,0.0035874373,0.007647162,0.007812025],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029734062,0.00074070104,0.0038259607,0.0011122114,0.00008896083,0.00022091254,0.00069473276,0.041080356,0.002156142,0.14538077,0.13324422,0.67115766],"study_design_scores_gemma":[0.00034490015,0.0005252994,0.0021107716,0.0039316444,0.000053663836,0.00024478012,0.0016811568,0.2621761,0.007610117,0.43169406,0.2894192,0.00020831276],"about_ca_topic_score_codex":0.0026120276,"about_ca_topic_score_gemma":0.0044467496,"teacher_disagreement_score":0.060749248,"about_ca_system_score_codex":0.002184039,"about_ca_system_score_gemma":0.005585884,"threshold_uncertainty_score":0.32127655},"labels":[],"label_agreement":null},{"id":"W4301398980","doi":"10.1002/geot.202270502","title":"Content: Geomechanics and Tunnelling 5/2022","year":2022,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Citation; Quantum tunnelling; Computer science; Engineering; Geotechnical engineering; Library science; Physics; Quantum mechanics","score_opus":0.017930642854681322,"score_gpt":0.18471401415966826,"score_spread":0.16678337130498694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4301398980","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002308356,0.004693041,0.0022521256,0.006968724,0.032134444,0.00023551662,0.012753633,0.0028362304,0.9358179],"genre_scores_gemma":[0.007362348,0.002044655,0.00084662833,0.0011560473,0.0039832466,0.000046798617,0.0061092055,0.00056087185,0.9778903],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996692,0.000023277504,0.000012387468,0.000028989441,0.00022362106,0.00004257983],"domain_scores_gemma":[0.99946755,0.00005138026,0.000026271191,0.000055898356,0.00027371608,0.00012528671],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00038602587,0.0007164102,0.0004169052,0.0021189132,0.0007581894,0.0032920032,0.0006554146,0.0011660724,0.52549785],"category_scores_gemma":[0.0010305198,0.0002531776,0.00040430148,0.0012518062,0.0004196247,0.0014675369,0.001317378,0.00097318814,0.24044399],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004636348,0.000024622166,0.00017163547,0.00026131928,0.0000023530165,0.000042513195,0.000030322746,0.00010992393,0.0010395217,0.0029869596,0.9455311,0.04975331],"study_design_scores_gemma":[0.0000075341045,0.00002127798,0.0014907424,0.00016805396,0.0000017044923,0.00007372134,0.000046725723,0.00011245065,0.00037040087,0.0010693682,0.9966331,0.0000049109394],"about_ca_topic_score_codex":0.0038659703,"about_ca_topic_score_gemma":0.009048784,"teacher_disagreement_score":0.47450215,"about_ca_system_score_codex":0.0012702716,"about_ca_system_score_gemma":0.0008558929,"threshold_uncertainty_score":0.6768197},"labels":[],"label_agreement":null},{"id":"W4362473321","doi":"10.1002/geot.202200078","title":"The Ontario Line, another milestone in developing Toronto's public transit system","year":2023,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Underground infrastructure and sustainability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Downtown; Transport engineering; Public transport; Transit (satellite); Metropolitan area; Milestone; Rapid transit; Engineering; Geography; Archaeology","score_opus":0.012537728095269813,"score_gpt":0.19207239799244277,"score_spread":0.17953466989717295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362473321","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6704278,0.0029530034,0.005072153,0.031753294,0.0006471637,0.0013517991,0.0065076267,0.00067430676,0.28061274],"genre_scores_gemma":[0.8826786,0.0017274023,0.008075148,0.001731169,0.000045426514,0.00024300422,0.002506628,0.000105118175,0.10288741],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991881,0.0000915952,0.000021610604,0.000053870845,0.00028450455,0.00036032274],"domain_scores_gemma":[0.99713624,0.00007935197,0.000092715425,0.0000582182,0.0011513565,0.0014821728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092280994,0.00030449306,0.000087992834,0.00057028985,0.0036175065,0.0028248096,0.0006523323,0.0006169839,0.0058740564],"category_scores_gemma":[0.0011108128,0.00021313594,0.0002130563,0.00095630577,0.0010100357,0.0009977334,0.0013350849,0.0005715466,0.0006171189],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004207749,0.0004031959,0.16713691,0.0012571504,0.000105409184,0.006952639,0.03905465,0.0063028387,0.022012569,0.118663326,0.4208408,0.21684973],"study_design_scores_gemma":[0.00006385252,0.0002927244,0.22112648,0.00029981896,0.00005184381,0.0004369312,0.035100512,0.0027065729,0.0016374596,0.0010343231,0.7371796,0.000069908],"about_ca_topic_score_codex":0.96838135,"about_ca_topic_score_gemma":0.98945475,"teacher_disagreement_score":0.06011784,"about_ca_system_score_codex":0.06011784,"about_ca_system_score_gemma":0.1354891,"threshold_uncertainty_score":0.4361875},"labels":[],"label_agreement":null},{"id":"W4386457376","doi":"10.1002/geot.202300027","title":"Felsbauplanung mit dem geotechnischen Werkzeugkasten von morgen: Perspektiven der Entwicklung der dritten Generation des Eurocodes 2035","year":2023,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Eurocode; Conversation; Process (computing); Computer science; Engineering; Geology; Structural engineering; Philosophy; Linguistics","score_opus":0.02762812178056107,"score_gpt":0.21621708896142486,"score_spread":0.1885889671808638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386457376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3323697,0.010778282,0.2645119,0.043336764,0.003977963,0.0009944628,0.0035911312,0.012375247,0.3280646],"genre_scores_gemma":[0.780186,0.0050617387,0.10566939,0.0016498878,0.00032353782,0.00063517736,0.0027866366,0.001995059,0.101692624],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.995804,0.0013951439,0.00017538811,0.000422552,0.0015822988,0.0006206567],"domain_scores_gemma":[0.9963367,0.0008588859,0.00023151845,0.0005748922,0.0011581787,0.0008399021],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0067176768,0.00087591115,0.00046994464,0.0012224138,0.0015569458,0.0036070596,0.0009511046,0.0015658141,0.018770896],"category_scores_gemma":[0.0068909433,0.00045223025,0.0004971912,0.000936253,0.0012705226,0.0031823989,0.0040892735,0.003293363,0.0063989107],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007067055,0.00038340676,0.013887372,0.0005878705,0.00007363361,0.0009644822,0.0046913573,0.05757498,0.010486498,0.1608945,0.10153639,0.6482127],"study_design_scores_gemma":[0.00012385912,0.00035550134,0.008930632,0.00060410454,0.000026547408,0.00034923063,0.0015919374,0.03853862,0.011843493,0.028684478,0.9088264,0.00012507295],"about_ca_topic_score_codex":0.027295213,"about_ca_topic_score_gemma":0.020270243,"teacher_disagreement_score":0.027295213,"about_ca_system_score_codex":0.0042212764,"about_ca_system_score_gemma":0.009071298,"threshold_uncertainty_score":0.062794924},"labels":[],"label_agreement":null},{"id":"W4387341451","doi":"10.1002/geot.202300021","title":"Felsbauplanung mit dem geotechnischen Werkzeugkasten von morgen: Eurocode und die Grundlagen der Planung von Tragwerken und geotechnischen Bauwerken (die zweite Generation der EN 1990 und EN 1997)","year":2023,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Civil and Structural Engineering Research","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"","keywords":"Eurocode; Engineering; Civil engineering; Geotechnical engineering; Structural engineering","score_opus":0.01760090173679449,"score_gpt":0.24271473669246899,"score_spread":0.2251138349556745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387341451","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20330577,0.031412616,0.31608742,0.028611647,0.004542953,0.0010719642,0.011632238,0.010338825,0.3929966],"genre_scores_gemma":[0.6658438,0.01778699,0.18517196,0.0023192768,0.00054644415,0.0012539764,0.010193521,0.0026212514,0.11426285],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9955448,0.0011771633,0.00031365256,0.0005702491,0.0018718436,0.00052235887],"domain_scores_gemma":[0.9978371,0.00052766094,0.00021555024,0.0003047243,0.0008629615,0.00025194275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005197042,0.0009839362,0.0005677944,0.0018648604,0.0010543474,0.004376442,0.00081367476,0.001430397,0.01238575],"category_scores_gemma":[0.0053690886,0.0005342983,0.0005741218,0.0018231788,0.0012431258,0.0027214615,0.0032474617,0.0029227964,0.0051498297],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022724785,0.00015207367,0.008043259,0.00057589164,0.000054701748,0.00036405577,0.0032181568,0.04789649,0.0036556832,0.18481787,0.0982803,0.6527143],"study_design_scores_gemma":[0.000050464754,0.00008730661,0.006218164,0.00062950293,0.000020488273,0.0001611002,0.00065777975,0.016431836,0.004026702,0.01777572,0.9538703,0.00007062561],"about_ca_topic_score_codex":0.04949324,"about_ca_topic_score_gemma":0.024860596,"teacher_disagreement_score":0.04949324,"about_ca_system_score_codex":0.005471319,"about_ca_system_score_gemma":0.0065126554,"threshold_uncertainty_score":0.09841037},"labels":[],"label_agreement":null}]}