{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":43,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":43,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"707993b538fd","filters":{"venue":"Geomechanics and Tunnelling"}},"results":[{"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"D. Oliveira","is_ca":false},{"name":"Markus Thewes","is_ca":false},{"name":"Mark S. Diederichs","is_ca":true},{"name":"Lars Langmaack","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.08265528912955147,"gpt":0.2993629468786566,"spread":0.2167076577491051,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007177579,0.0007198732,0.0005441617,0.002189233,0.0002959808,0.0008454714,0.0008179352,0.000781203,0.001820027],"category_scores_gemma":[0.001396153,0.0002740611,0.0003744565,0.0009041874,0.0004799089,0.000621418,0.0006190986,0.0002976535,0.0004361506],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000436071,"about_ca_system_score_gemma":0.0005498797,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008889152,"about_ca_topic_score_gemma":0.001001926,"domain_scores_codex":[0.9992476,0.0001425471,0.00004950451,0.0001365804,0.0003815358,0.0000422228],"domain_scores_gemma":[0.9991058,0.0001606082,0.0001607458,0.00009362529,0.0004402757,0.00003883706],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003108098,0.0002727826,0.009721601,0.00105766,0.00007045777,0.0002246987,0.0003243857,0.1244702,0.3683788,0.006297516,0.0006027757,0.4882684],"study_design_scores_gemma":[0.00002026597,0.0003645213,0.003427685,0.00004139805,0.00002350889,0.0002110192,0.0001101351,0.9222936,0.07048956,0.001173879,0.001797879,0.00004654055],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.03740374,0.0001126883,0.9609604,0.00001423459,0.00001050327,0.0001698868,0.00006256047,0.0005398064,0.0007261731],"genre_scores_gemma":[0.5491,0.0001832806,0.4489929,0.00001336373,0.000008644699,0.0003777897,0.00009597931,0.0000339211,0.001194056],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002189233,"threshold_uncertainty_score":0.006088614,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"R. Poisel","is_ca":false},{"name":"Alexander Preh","is_ca":false},{"name":"Oldrich Hungr","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02366579549059592,"gpt":0.2116308891047973,"spread":0.1879650936142014,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003451543,0.0005032643,0.0005602919,0.0004804513,0.0005438493,0.0009664545,0.000900868,0.001042878,0.002088564],"category_scores_gemma":[0.0009004252,0.0003323089,0.0005936832,0.0003494996,0.001515951,0.0006701059,0.0006857089,0.0006997885,0.0001764885],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006566647,"about_ca_system_score_gemma":0.000647742,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01447293,"about_ca_topic_score_gemma":0.006954552,"domain_scores_codex":[0.999876,0.00004850185,0.000006558618,0.00002196354,0.00002720375,0.0000197793],"domain_scores_gemma":[0.9996277,0.0001809373,0.00006579298,0.00003343693,0.00004386015,0.00004829847],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001950712,0.0000228931,0.0008781968,0.00001171119,0.000008883643,0.00007106694,0.00003158188,0.992081,0.0005392323,0.005191585,0.00008111147,0.001063169],"study_design_scores_gemma":[0.000004641327,0.00001252161,0.0001816936,0.000002337851,0.000002096532,0.000006035486,0.000008649468,0.998317,0.0001084226,0.001197349,0.0001560065,0.000003209956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7930604,0.0005071022,0.1814389,0.0004333444,0.0001124296,0.00009189015,0.0001876448,0.0002526359,0.02391564],"genre_scores_gemma":[0.989431,0.000168278,0.004490328,0.00002760546,0.00001922626,0.00005816286,0.00006694486,0.00003598035,0.005702342],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01447293,"threshold_uncertainty_score":0.02877736,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Silvio B. Giger","is_ca":false},{"name":"Paul Marschall","is_ca":false},{"name":"Bill Lanyon","is_ca":true},{"name":"C. Derek Martin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01589980272737869,"gpt":0.1966396985372462,"spread":0.1807398958098675,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001489026,0.0001346445,0.000128514,0.0009034605,0.0004248581,0.0002842379,0.0002704095,0.0002683181,0.001127945],"category_scores_gemma":[0.0001845279,0.00009701414,0.0001244646,0.0003993678,0.000501222,0.0001319617,0.0003078197,0.0001461031,0.0001572309],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003646046,"about_ca_system_score_gemma":0.0001528384,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00839799,"about_ca_topic_score_gemma":0.01823384,"domain_scores_codex":[0.9999145,0.00001138571,0.00000491712,0.00001740519,0.0000342015,0.00001752385],"domain_scores_gemma":[0.9998604,0.00003866313,0.00003714901,0.000009329357,0.00003530492,0.00001913216],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001005276,0.0004113555,0.3298457,0.0006586143,0.00007807076,0.006340692,0.00477336,0.00623395,0.566946,0.000688992,0.001147745,0.08187036],"study_design_scores_gemma":[0.000006865078,0.0003521368,0.9660853,0.00002613209,0.00001699028,0.0005754633,0.002134889,0.002911063,0.02447046,0.000145633,0.003252179,0.0000230691],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980786,0.0002017193,0.0002016907,0.00002535691,0.000002202869,0.000008651362,0.0001139465,0.00001230286,0.001355378],"genre_scores_gemma":[0.9987617,0.0001449597,0.0002469743,0.00001058665,0.000004545417,0.000006452515,0.00008711701,0.000003076598,0.0007347071],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00839799,"threshold_uncertainty_score":0.01669824,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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)","authors":[{"name":"Walter Steiner","is_ca":false},{"name":"Peter K. Kaiser","is_ca":true},{"name":"Georg Spaun","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02261500323403644,"gpt":0.2448781987672137,"spread":0.2222631955331772,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005802988,0.0001792384,0.0001625936,0.0009859293,0.0002387051,0.0004596589,0.0004380354,0.0003197857,0.005692621],"category_scores_gemma":[0.0008749177,0.0001569564,0.0003118044,0.0003404016,0.000824065,0.0004125818,0.0003076146,0.0001532404,0.0002419413],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00018808,"about_ca_system_score_gemma":0.0001437171,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009549477,"about_ca_topic_score_gemma":0.0008677326,"domain_scores_codex":[0.9997697,0.00004660094,0.00001422319,0.00002806527,0.00008072179,0.00006070181],"domain_scores_gemma":[0.9984623,0.0007488637,0.0002875399,0.0000867522,0.0002784528,0.0001360562],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001215972,0.0003875218,0.1650076,0.001162898,0.00007520072,0.00234967,0.0008774922,0.006877096,0.8013104,0.003675376,0.0001612571,0.01689942],"study_design_scores_gemma":[0.00008551248,0.00222047,0.6523732,0.00008407712,0.00007310267,0.002190167,0.003976351,0.06092911,0.2726462,0.003729892,0.001617108,0.00007489722],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974303,0.000137744,0.001142866,0.00001632648,0.000001883001,0.00001956841,0.00005958126,0.00002323472,0.001168454],"genre_scores_gemma":[0.9995091,0.00003324864,0.0002292743,0.000002431821,0.000001099285,0.000005699711,0.00002841283,0.000001737309,0.0001890268],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005692621,"threshold_uncertainty_score":0.01904374,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Oldrich Hungr","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01233019444673213,"gpt":0.1760787171190455,"spread":0.1637485226723134,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002665353,0.000370084,0.0002682405,0.0002879155,0.0002507941,0.000639824,0.0004307657,0.000425496,0.001013142],"category_scores_gemma":[0.00103251,0.0002060119,0.0002012725,0.0002928059,0.0008856753,0.0003758483,0.00031503,0.0002804606,0.0001529335],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007221912,"about_ca_system_score_gemma":0.0006366944,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02514453,"about_ca_topic_score_gemma":0.009349961,"domain_scores_codex":[0.9999306,0.0000207926,0.000005359246,0.00001048667,0.00001891649,0.00001383465],"domain_scores_gemma":[0.9997354,0.0001141409,0.00005360074,0.00002367359,0.00004999112,0.00002317308],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008349096,0.00001005654,0.0007391502,0.000008089211,0.000003509488,0.0000254217,0.00001851666,0.9956942,0.000915855,0.001428988,0.00004883455,0.001098972],"study_design_scores_gemma":[0.000003046688,0.000005206513,0.0005186858,0.000001535051,0.000001087683,0.000004381661,0.000004844454,0.9987979,0.0001853666,0.0002832339,0.000193197,0.000001601591],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8619218,0.0004374729,0.1208934,0.0002391988,0.00005299052,0.0000909437,0.000310729,0.0003572971,0.01569601],"genre_scores_gemma":[0.9948531,0.0001238611,0.002878267,0.000004523633,0.000006988202,0.00002334683,0.00005221958,0.000007291932,0.002050444],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02514453,"threshold_uncertainty_score":0.04999632,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Gabriel Walton","is_ca":false},{"name":"Mark S. Diederichs","is_ca":true},{"name":"Allan Punkkinen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01792083643512096,"gpt":0.2059453809274988,"spread":0.1880245444923778,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008451757,0.0005366208,0.0004971943,0.0004580696,0.001010011,0.001654028,0.001578029,0.001026502,0.0009838879],"category_scores_gemma":[0.002011254,0.0004631269,0.0004752944,0.0006425204,0.0008856922,0.0003666222,0.0004265721,0.0005301023,0.0001207555],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.007906585,"about_ca_system_score_gemma":0.004517962,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.8059703,"about_ca_topic_score_gemma":0.8131056,"domain_scores_codex":[0.999668,0.00005764122,0.00001643362,0.00007484339,0.00008827137,0.00009482328],"domain_scores_gemma":[0.9987913,0.0006988193,0.00009572523,0.00006462901,0.0002905219,0.00005902271],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009661662,0.0001246158,0.0440248,0.0000367597,0.00002639465,0.0003190284,0.0001285045,0.9469054,0.002535073,0.000676521,0.0003124521,0.004813719],"study_design_scores_gemma":[0.00002356579,0.00008280482,0.03033594,0.00001338905,0.00002027061,0.00002973523,0.0003726784,0.9660338,0.002500576,0.0001752306,0.0003846605,0.00002732416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972979,0.0000295339,0.001086172,0.0000394239,0.000001431043,0.00001895315,0.0002240917,0.00002675519,0.001275741],"genre_scores_gemma":[0.9985396,0.00002625634,0.0007648562,0.000006525835,4.70285e-7,0.000009880619,0.0001558213,0.000006232657,0.0004903816],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1940297,"threshold_uncertainty_score":0.3903448,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Walter Steiner","is_ca":false},{"name":"Peter K. Kaiser","is_ca":true},{"name":"Georg Spaun","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02553447683764354,"gpt":0.2142336398237235,"spread":0.1886991629860799,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007063393,0.0002280609,0.0002235681,0.002439756,0.0005650354,0.0005642763,0.0005268106,0.0005932814,0.001551093],"category_scores_gemma":[0.001852964,0.0002194502,0.0004043545,0.001002669,0.001056623,0.0003959649,0.0005094912,0.0001698196,0.0001506134],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004915918,"about_ca_system_score_gemma":0.0002083717,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007746006,"about_ca_topic_score_gemma":0.01355372,"domain_scores_codex":[0.9995463,0.00008622553,0.00003865276,0.00008193894,0.0001656987,0.00008108764],"domain_scores_gemma":[0.9977696,0.0007581456,0.0007305244,0.0001975216,0.0003581255,0.0001861251],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"case_report","study_design_scores_codex":[0.0005417347,0.000322154,0.9052416,0.0002273991,0.0000860318,0.01193799,0.006619541,0.005659284,0.05026823,0.0006437554,0.0001556667,0.01829663],"study_design_scores_gemma":[0.000009284526,0.0006068413,0.9711455,0.00004786492,0.00003492294,0.003850414,0.004969209,0.006057423,0.0116065,0.0004423188,0.001182392,0.00004744816],"study_design_candidate":"case_report","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994403,0.00004551914,0.0002090068,0.000004084765,4.700848e-7,0.000009861175,0.00004360812,0.00000390666,0.0002432484],"genre_scores_gemma":[0.999493,0.00003567715,0.0002150332,0.000001475652,6.853479e-7,0.000004192747,0.00007564365,0.000001649585,0.0001725319],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007746006,"threshold_uncertainty_score":0.01540184,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Toolbox; Machine learning; Computer science; Algorithm; Process (computing); Artificial intelligence; Resource (disambiguation); Data mining","authors":[{"name":"Josephine Morgenroth","is_ca":true},{"name":"Paul J. Unterlaß","is_ca":false},{"name":"Alla Sapronova","is_ca":false},{"name":"Usman T. Khan","is_ca":true},{"name":"Matthew A. Perras","is_ca":true},{"name":"Georg H. Erharter","is_ca":false},{"name":"Thomas Marcher","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02771238770067212,"gpt":0.2427019547295757,"spread":0.2149895670289036,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.06074925,0.001739671,0.001235924,0.002971465,0.001172099,0.006399168,0.004302541,0.004711786,0.01215814],"category_scores_gemma":[0.1758053,0.0009004865,0.001112979,0.002602731,0.003393395,0.01091315,0.003587437,0.007647162,0.007812025],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002184039,"about_ca_system_score_gemma":0.005585884,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002612028,"about_ca_topic_score_gemma":0.00444675,"domain_scores_codex":[0.9575899,0.03294717,0.002020922,0.00173462,0.005141157,0.0005662245],"domain_scores_gemma":[0.8249417,0.1299825,0.0042121,0.01241729,0.0254259,0.003020396],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002973406,0.000740701,0.003825961,0.001112211,0.00008896083,0.0002209125,0.0006947328,0.04108036,0.002156142,0.1453808,0.1332442,0.6711577],"study_design_scores_gemma":[0.0003449002,0.0005252994,0.002110772,0.003931644,0.00005366384,0.0002447801,0.001681157,0.2621761,0.007610117,0.4316941,0.2894192,0.0002083128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004627862,0.003733032,0.8974649,0.082612,0.001218044,0.0006004995,0.0001701189,0.002369689,0.007203853],"genre_scores_gemma":[0.02794845,0.002193281,0.960327,0.004137815,0.0008991609,0.0007449267,0.0003634841,0.0003963909,0.002989454],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.06074925,"threshold_uncertainty_score":0.3212765,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"D. Oliveira","is_ca":false},{"name":"Markus Thewes","is_ca":false},{"name":"Mark S. Diederichs","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00493781115260798,"gpt":0.1672006226158768,"spread":0.1622628114632688,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004854877,0.0004796478,0.0003820496,0.0005539213,0.0003324017,0.0003418232,0.000340319,0.000505645,0.001246114],"category_scores_gemma":[0.0007832969,0.0001523151,0.0002210726,0.0004077717,0.0004193098,0.000337958,0.000388793,0.0003433448,0.0002327354],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001138652,"about_ca_system_score_gemma":0.0001440593,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005628212,"about_ca_topic_score_gemma":0.0007655199,"domain_scores_codex":[0.999505,0.00008589638,0.0000429644,0.0001081759,0.000174984,0.0000828418],"domain_scores_gemma":[0.9992964,0.0002287682,0.0001257586,0.000099798,0.0001725812,0.00007659781],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0007892084,0.0005642682,0.00530627,0.0001966287,0.00002027614,0.0002791634,0.0004440229,0.001940053,0.9805093,0.00007863659,0.0000726945,0.009799493],"study_design_scores_gemma":[0.00008451741,0.008875551,0.05648785,0.00005186217,0.00005964144,0.0004763325,0.0008158081,0.00814884,0.9225704,0.0001296146,0.002261953,0.00003774878],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979243,0.00004452874,0.001593025,0.000004011189,0.000003720854,0.00003324823,0.0001458334,0.00002117805,0.0002300295],"genre_scores_gemma":[0.9966999,0.00005322438,0.002496089,0.000005425599,0.000004477582,0.00005147626,0.000180441,0.00000979278,0.0004991199],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001246114,"threshold_uncertainty_score":0.004168689,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"","keywords":"Eurocode; Engineering; Civil engineering; Geotechnical engineering; Structural engineering","authors":[{"name":"Luís Lamas","is_ca":false},{"name":"U. Burbaum","is_ca":false},{"name":"José Estaire","is_ca":false},{"name":"J. P. Harrison","is_ca":true},{"name":"Guido Nuijten","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01760090173679449,"gpt":0.242714736692469,"spread":0.2251138349556745,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.005197042,0.0009839362,0.0005677944,0.00186486,0.001054347,0.004376442,0.0008136748,0.001430397,0.01238575],"category_scores_gemma":[0.005369089,0.0005342983,0.0005741218,0.001823179,0.001243126,0.002721461,0.003247462,0.002922796,0.00514983],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.005471319,"about_ca_system_score_gemma":0.006512655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04949324,"about_ca_topic_score_gemma":0.0248606,"domain_scores_codex":[0.9955448,0.001177163,0.0003136526,0.0005702491,0.001871844,0.0005223589],"domain_scores_gemma":[0.9978371,0.0005276609,0.0002155502,0.0003047243,0.0008629615,0.0002519428],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0002272478,0.0001520737,0.008043259,0.0005758916,0.00005470175,0.0003640558,0.003218157,0.04789649,0.003655683,0.1848179,0.0982803,0.6527143],"study_design_scores_gemma":[0.00005046475,0.00008730661,0.006218164,0.0006295029,0.00002048827,0.0001611002,0.0006577797,0.01643184,0.004026702,0.01777572,0.9538703,0.00007062561],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.2033058,0.03141262,0.3160874,0.02861165,0.004542953,0.001071964,0.01163224,0.01033883,0.3929966],"genre_scores_gemma":[0.6658438,0.01778699,0.185172,0.002319277,0.0005464441,0.001253976,0.01019352,0.002621251,0.1142628],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.04949324,"threshold_uncertainty_score":0.09841037,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Eurocode; Conversation; Process (computing); Computer science; Engineering; Geology; Structural engineering; Philosophy; Linguistics","authors":[{"name":"J. P. Harrison","is_ca":true},{"name":"U. Burbaum","is_ca":false},{"name":"Luís Lamas","is_ca":false},{"name":"Johan Spross","is_ca":false},{"name":"Håkan Stille","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02762812178056107,"gpt":0.2162170889614249,"spread":0.1885889671808638,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006717677,0.0008759112,0.0004699446,0.001222414,0.001556946,0.00360706,0.0009511046,0.001565814,0.0187709],"category_scores_gemma":[0.006890943,0.0004522302,0.0004971912,0.000936253,0.001270523,0.003182399,0.004089274,0.003293363,0.006398911],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004221276,"about_ca_system_score_gemma":0.009071298,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02729521,"about_ca_topic_score_gemma":0.02027024,"domain_scores_codex":[0.995804,0.001395144,0.0001753881,0.000422552,0.001582299,0.0006206567],"domain_scores_gemma":[0.9963367,0.0008588859,0.0002315185,0.0005748922,0.001158179,0.0008399021],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0007067055,0.0003834068,0.01388737,0.0005878705,0.00007363361,0.0009644822,0.004691357,0.05757498,0.0104865,0.1608945,0.1015364,0.6482127],"study_design_scores_gemma":[0.0001238591,0.0003555013,0.008930632,0.0006041045,0.00002654741,0.0003492306,0.001591937,0.03853862,0.01184349,0.02868448,0.9088264,0.000125073],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.3323697,0.01077828,0.2645119,0.04333676,0.003977963,0.0009944628,0.003591131,0.01237525,0.3280646],"genre_scores_gemma":[0.780186,0.005061739,0.1056694,0.001649888,0.0003235378,0.0006351774,0.002786637,0.001995059,0.1016926],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02729521,"threshold_uncertainty_score":0.06279492,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"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","authors":[{"name":"Jennifer J. Day","is_ca":true},{"name":"Mark S. Diederichs","is_ca":true},{"name":"D. Jean Hutchinson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01401740854703493,"gpt":0.2363614583413103,"spread":0.2223440497942753,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004876751,0.0004964695,0.0004403781,0.000464398,0.0003263085,0.000535768,0.000689787,0.0009944414,0.002095198],"category_scores_gemma":[0.001518864,0.0003258292,0.0004226027,0.0002171089,0.000579996,0.0002411353,0.0004720157,0.0004706696,0.0001671485],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006867573,"about_ca_system_score_gemma":0.0006586472,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01295655,"about_ca_topic_score_gemma":0.008969236,"domain_scores_codex":[0.9998775,0.00004734635,0.00000523569,0.00001524236,0.00002963602,0.00002496636],"domain_scores_gemma":[0.9991035,0.0006297736,0.000079146,0.00004409812,0.00008987099,0.00005346825],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002432036,0.00002080159,0.0005141503,0.00001054685,0.000003704681,0.00001631934,0.00001137103,0.9974126,0.0009036614,0.0002070871,0.0000223611,0.0008529766],"study_design_scores_gemma":[0.000003505675,0.00001219311,0.00007150611,8.901634e-7,9.777548e-7,0.000001130952,0.000003719314,0.9996521,0.000201951,0.00003163369,0.00001934332,0.000001033305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8514783,0.00009099361,0.1394371,0.0001488382,0.00002536057,0.00008612621,0.0001880013,0.000378476,0.008166812],"genre_scores_gemma":[0.988923,0.00001814542,0.01032941,0.000008959705,0.00000207637,0.00004137382,0.00003113927,0.00001953238,0.0006263902],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01295655,"threshold_uncertainty_score":0.02576226,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Government of Canada; Natural Resources Canada","funders":"","keywords":"Gynecology; Physics; Medicine","authors":[{"name":"Stefan Kainrath‐Reumayer","is_ca":false},{"name":"Erich Neugebauer","is_ca":false},{"name":"François Charette","is_ca":false},{"name":"M Plouffe","is_ca":true},{"name":"Robert Galler","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01117139323126214,"gpt":0.2095234633275306,"spread":0.1983520700962684,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003409097,0.0006739497,0.0004998716,0.001856659,0.001685249,0.005603608,0.001248086,0.001528491,0.01017787],"category_scores_gemma":[0.006788086,0.0005611013,0.0007916873,0.002125096,0.004997751,0.006362491,0.004225845,0.003612196,0.001543994],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004387728,"about_ca_system_score_gemma":0.002780408,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0106129,"about_ca_topic_score_gemma":0.006120043,"domain_scores_codex":[0.9979498,0.0008898908,0.0001133808,0.0004419732,0.0004383731,0.0001666766],"domain_scores_gemma":[0.9966072,0.001749796,0.0003708506,0.0003750936,0.0006674874,0.0002295984],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004525811,0.00008209884,0.003593946,0.000397427,0.00004206119,0.0004869479,0.005211425,0.02737523,0.001721908,0.8836696,0.005872383,0.07150169],"study_design_scores_gemma":[0.00002062131,0.00009874006,0.00326448,0.001038317,0.00003036957,0.0004898424,0.005764144,0.04991677,0.002356185,0.7381564,0.1987666,0.00009744742],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2514663,0.04767575,0.4168059,0.03357244,0.00172147,0.0001999913,0.0005370614,0.0008348101,0.2471863],"genre_scores_gemma":[0.8415567,0.02113187,0.08614036,0.001350167,0.0003540518,0.0002283549,0.0004497138,0.0003163734,0.04847243],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.0106129,"threshold_uncertainty_score":0.03404838,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Mechanical engineering; Engineering; Art; Humanities","authors":[{"name":"Esther Neye","is_ca":false},{"name":"Werner Burger","is_ca":false},{"name":"Patrick Rennkamp","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008817181370031554,"gpt":0.1721262202179059,"spread":0.1633090388478743,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00104778,0.000889004,0.0006858011,0.001555908,0.0009108211,0.001092826,0.001597637,0.00101809,0.007042822],"category_scores_gemma":[0.00217913,0.0007331501,0.0007426165,0.0005358464,0.0009573445,0.001266801,0.001239044,0.0008196876,0.002364995],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005497852,"about_ca_system_score_gemma":0.0006643413,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001310065,"about_ca_topic_score_gemma":0.002195008,"domain_scores_codex":[0.9985967,0.00007773785,0.00006259322,0.0002214212,0.0008813159,0.0001602738],"domain_scores_gemma":[0.9986243,0.0002969183,0.0002336117,0.0002248943,0.0004961598,0.0001240754],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001097668,0.0001687587,0.004044758,0.0008903697,0.00004478548,0.001972093,0.0008110736,0.01482037,0.8061734,0.001388652,0.002407481,0.1661806],"study_design_scores_gemma":[0.0001260941,0.002893377,0.01563972,0.0003052302,0.0001119795,0.0017333,0.0005763966,0.04005935,0.8922636,0.001217889,0.04491224,0.0001608438],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8813646,0.002390405,0.1028684,0.0002018718,0.0004434969,0.0004372619,0.0003438198,0.002737811,0.009212353],"genre_scores_gemma":[0.9418744,0.0005938805,0.04005385,0.00009231037,0.00003410602,0.0001372157,0.0003677046,0.0003327855,0.01651368],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007042822,"threshold_uncertainty_score":0.02356058,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"KiSeok Jeon","is_ca":false},{"name":"Edward Dalton","is_ca":false},{"name":"Mehdi Bakhshi","is_ca":false},{"name":"Verya Nasri","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01440604148418557,"gpt":0.1918515751259467,"spread":0.1774455336417612,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001466049,0.0008549592,0.0006326254,0.001190756,0.0008598643,0.001747842,0.001101296,0.0004454139,0.004661274],"category_scores_gemma":[0.001959753,0.0006524287,0.0006720223,0.0008217366,0.0006811121,0.0009229353,0.001625202,0.0006644818,0.0008502184],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001003512,"about_ca_system_score_gemma":0.001663577,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0042174,"about_ca_topic_score_gemma":0.006229999,"domain_scores_codex":[0.9989132,0.0002761949,0.00004366509,0.0001203696,0.0005558348,0.00009070432],"domain_scores_gemma":[0.9992604,0.0001592376,0.00007356609,0.0002552525,0.0002143581,0.00003721917],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008851945,0.00009562969,0.002383766,0.0001007615,0.00003196577,0.0001533368,0.0003137152,0.8560624,0.02194909,0.02443076,0.001335057,0.09305515],"study_design_scores_gemma":[0.00001054193,0.0000635796,0.0007343839,0.00001604764,0.00001325597,0.00007539235,0.0001032633,0.9676463,0.01739239,0.003519643,0.01040019,0.00002499417],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04032781,0.00003974196,0.945281,0.00007692044,0.00002213704,0.000101931,0.0002465396,0.002890575,0.01101335],"genre_scores_gemma":[0.5022738,0.00008945871,0.4936784,0.0000203343,0.000005795888,0.0001805679,0.0004697943,0.0005866418,0.002695171],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004661274,"threshold_uncertainty_score":0.01559347,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Hydropower; Engineering; Electrical engineering","authors":[{"name":"Harald Krenn","is_ca":false},{"name":"Manfred Roner","is_ca":false},{"name":"M Bauert","is_ca":false},{"name":"Helmut Wannenmacher","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0263481559470981,"gpt":0.2156272554003361,"spread":0.189279099453238,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003320172,0.0002264471,0.0002107954,0.0004798789,0.0004645251,0.0003587298,0.0003595314,0.0003205573,0.0009460891],"category_scores_gemma":[0.0004943626,0.000213861,0.0001818748,0.0003906849,0.0003650023,0.0002644886,0.0002523253,0.0002951231,0.0002456091],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003839113,"about_ca_system_score_gemma":0.0003414282,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01895987,"about_ca_topic_score_gemma":0.04449131,"domain_scores_codex":[0.9998065,0.00001925486,0.00000941909,0.00004958632,0.00008118613,0.00003411383],"domain_scores_gemma":[0.999481,0.00005958163,0.0001094281,0.0000589809,0.0002065944,0.0000844864],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001897346,0.0005869603,0.2484318,0.0001437904,0.00007792921,0.0008576658,0.002278232,0.01217767,0.6914756,0.0001781391,0.0004430441,0.04145185],"study_design_scores_gemma":[0.00002621236,0.001878605,0.9207978,0.00002295853,0.00003182707,0.0002064779,0.0009500292,0.01092356,0.06376357,0.00004292684,0.001312302,0.00004382851],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991087,0.00001607173,0.0004860409,0.000001842269,0.000001357135,0.000008221166,0.0001131819,0.00001905189,0.0002455826],"genre_scores_gemma":[0.9985846,0.0000149337,0.0005911118,0.000001480163,6.27773e-7,0.00001206396,0.0001878312,0.000003986437,0.0006032794],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01895987,"threshold_uncertainty_score":0.03769904,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Excavation; Christian ministry; Procurement; Civil engineering; Transport engineering; Engineering; Geotechnical engineering; Business; Law","authors":[{"name":"G Urschitz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009418626375903516,"gpt":0.1827279434113807,"spread":0.1733093170354772,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003175272,0.0002167823,0.0001499803,0.0004787924,0.002265972,0.001135838,0.0003550928,0.0003707349,0.007075899],"category_scores_gemma":[0.0006315573,0.000141636,0.000186458,0.0005375281,0.0008476655,0.0003643277,0.0005413448,0.0003467131,0.0005788493],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.008009796,"about_ca_system_score_gemma":0.01141476,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.8376464,"about_ca_topic_score_gemma":0.9712781,"domain_scores_codex":[0.9995193,0.00003567837,0.00001156518,0.00005867381,0.0002104246,0.0001643148],"domain_scores_gemma":[0.9994789,0.00003893661,0.00003750423,0.00004379268,0.0002975751,0.0001032398],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00256937,0.0004369912,0.6321122,0.0006859041,0.0001285966,0.008853151,0.02013913,0.05157931,0.1110629,0.02449795,0.02331979,0.1246147],"study_design_scores_gemma":[0.0000366546,0.0005727999,0.919567,0.0001590816,0.00004922058,0.0004830675,0.02117593,0.01810974,0.01184081,0.0009406151,0.02698562,0.00007941644],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9821745,0.00005174935,0.0006912463,0.00008580765,0.00001059424,0.00004747411,0.0006377872,0.00003423321,0.0162666],"genre_scores_gemma":[0.99068,0.00003579706,0.0006705129,0.000009249624,0.00000120096,0.00001148252,0.0002255324,0.000005270639,0.008360967],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1623536,"threshold_uncertainty_score":0.3266195,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"State (computer science); Computer science; Programming language","authors":[{"name":"Nedim Radončić","is_ca":false},{"name":"Elisabeth Sattlegger","is_ca":false},{"name":"Xavier Lacourse‐Dontigny","is_ca":false},{"name":"Thomas Mitsch","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01023927617737064,"gpt":0.2011642716712645,"spread":0.1909249954938938,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009516561,0.0004663792,0.0005469353,0.0003635027,0.0005910962,0.001528068,0.001227474,0.0009833295,0.004200622],"category_scores_gemma":[0.0008971094,0.0003916158,0.0003300637,0.000186337,0.0004378452,0.001213592,0.0008843552,0.0003714143,0.001302874],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003940386,"about_ca_system_score_gemma":0.000703199,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002933323,"about_ca_topic_score_gemma":0.003963667,"domain_scores_codex":[0.9993048,0.0001209357,0.00002938631,0.0001415568,0.0003059295,0.00009735869],"domain_scores_gemma":[0.9996113,0.00007091909,0.00003813816,0.00008092057,0.0001511335,0.00004768357],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0006692511,0.0004294381,0.008305456,0.0005593424,0.00009470832,0.0008642053,0.001260194,0.1374985,0.5516413,0.005770894,0.006185313,0.2867215],"study_design_scores_gemma":[0.00008597979,0.001342877,0.01755317,0.000106744,0.0001047857,0.0006145141,0.0004484771,0.8194649,0.1190929,0.001791737,0.0392477,0.0001462909],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1613774,0.0001858689,0.8222923,0.0001839278,0.0001044855,0.0002646381,0.0001414806,0.007624381,0.007825595],"genre_scores_gemma":[0.821286,0.0001391101,0.1699653,0.00007066961,0.00003176928,0.0002071608,0.0002351237,0.0001795524,0.007885397],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004200622,"threshold_uncertainty_score":0.01405245,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geology; Outcrop; Microseism; Seismology; Mining engineering; Geomorphology; Humanities; Art","authors":[{"name":"Felix Gaul","is_ca":false},{"name":"Stefan Eggenreich","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007817195274477383,"gpt":0.1757655213054522,"spread":0.1679483260309748,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005807296,0.000511563,0.000403621,0.0008674043,0.0005474704,0.0004590146,0.0005985224,0.0005281158,0.004192755],"category_scores_gemma":[0.000318407,0.0003245414,0.000178677,0.0004370512,0.0002706203,0.0003419601,0.0005933755,0.0004108552,0.001074299],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008934456,"about_ca_system_score_gemma":0.001305011,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01949138,"about_ca_topic_score_gemma":0.03399758,"domain_scores_codex":[0.9990352,0.00007213726,0.00003233342,0.0002495087,0.0004924267,0.0001183689],"domain_scores_gemma":[0.9996014,0.00003627006,0.00004514769,0.00002883039,0.0001752159,0.0001131469],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001804698,0.0006786465,0.09967691,0.0003115105,0.00008478451,0.0009250978,0.00115093,0.007668706,0.6760501,0.0004340915,0.006334486,0.20488],"study_design_scores_gemma":[0.00049664,0.005173166,0.5412766,0.0001090724,0.0001276714,0.0009164048,0.001330427,0.1014001,0.2937244,0.0002458291,0.05497493,0.0002247391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9694669,0.0002331263,0.020302,0.0001449184,0.00005605537,0.0005239033,0.001664534,0.002728999,0.004879557],"genre_scores_gemma":[0.959361,0.0000665495,0.03136237,0.00005264479,0.0000171417,0.0002759632,0.001079133,0.00005105623,0.007734137],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01949138,"threshold_uncertainty_score":0.03875583,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.006472858093641851,"gpt":0.1851217283417724,"spread":0.1786488702481305,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004063327,0.0008590753,0.0003323133,0.001479528,0.0006843934,0.0023559,0.000579189,0.001097128,0.8275515],"category_scores_gemma":[0.0009219451,0.0002376817,0.0002772324,0.001556027,0.0002567699,0.001663892,0.001257278,0.0009444067,0.7438245],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008156679,"about_ca_system_score_gemma":0.0009454996,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004010754,"about_ca_topic_score_gemma":0.01075962,"domain_scores_codex":[0.9997457,0.00001927296,0.00001358468,0.00003966687,0.000143819,0.0000379714],"domain_scores_gemma":[0.9990311,0.00007571809,0.00003965367,0.00008820133,0.0004846764,0.0002806788],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00002205883,0.00001542228,0.000117628,0.00008370756,6.621762e-7,0.00001672152,0.000005762496,0.00007030361,0.0001909132,0.0004707134,0.9715909,0.02741519],"study_design_scores_gemma":[0.000006199325,0.00001212378,0.0009026863,0.00007130955,7.094231e-7,0.00001913588,0.00001823279,0.00009459503,0.0001543851,0.0002518532,0.9984655,0.000003253415],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.0007795703,0.0005606971,0.001124662,0.001870515,0.003664219,0.0001912359,0.02902339,0.002032678,0.9607531],"genre_scores_gemma":[0.001975185,0.0004059918,0.0002877842,0.0002223801,0.0003076528,0.0000322011,0.01117158,0.0003907915,0.9852063],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.1724485,"threshold_uncertainty_score":0.2459768,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geomechanics; Geology; Rock mass classification; Excavation; Deformation (meteorology); Mining engineering","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.02018260044737938,"gpt":0.2090731268779335,"spread":0.1888905264305541,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007676175,0.001391369,0.0008400196,0.003809008,0.0006703403,0.004114726,0.001418601,0.001546803,0.6991853],"category_scores_gemma":[0.001565543,0.0005076436,0.0007153255,0.002091153,0.0003834303,0.002488388,0.002592169,0.001123985,0.4755476],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008422273,"about_ca_system_score_gemma":0.001037262,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002460145,"about_ca_topic_score_gemma":0.005588237,"domain_scores_codex":[0.9994687,0.00002929928,0.0000243238,0.00006271202,0.0003566909,0.00005825802],"domain_scores_gemma":[0.9988971,0.0001143593,0.00005517169,0.0001575842,0.000515165,0.0002607261],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00005751038,0.00004146135,0.000140659,0.0003343759,0.000006042202,0.00003930624,0.00001555632,0.0003572319,0.001051102,0.001648348,0.9083974,0.08791094],"study_design_scores_gemma":[0.00001335288,0.00002718159,0.000627496,0.0002081857,0.000003989897,0.00005573679,0.00001701526,0.0003907453,0.0004720987,0.001093927,0.9970798,0.00001050139],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"editorial","genre_scores_codex":[0.001576506,0.01245154,0.01820483,0.005459224,0.02423845,0.0005887208,0.03413125,0.01956492,0.8837845],"genre_scores_gemma":[0.006127452,0.006281543,0.003290676,0.0009537401,0.005401281,0.0001091059,0.0185066,0.003716546,0.955613],"genre_candidate":"editorial","genre_consensus":null,"teacher_disagreement_score":0.6991853,"threshold_uncertainty_score":0.4290757,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"U. Gwildis","is_ca":false},{"name":"Ingo Sass","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00705938942001254,"gpt":0.1945991852082034,"spread":0.1875397957881909,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001381074,0.0001605117,0.0002022669,0.0008606464,0.0004350989,0.0003741868,0.0002448248,0.0001879513,0.0005364553],"category_scores_gemma":[0.0004584261,0.0001394651,0.0001184403,0.0009082702,0.0002087742,0.0001482873,0.0001931914,0.000163887,0.0001056447],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005952218,"about_ca_system_score_gemma":0.0003435248,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1138862,"about_ca_topic_score_gemma":0.2963907,"domain_scores_codex":[0.9998906,0.000007674351,0.000007796059,0.00002424526,0.00005191188,0.00001773361],"domain_scores_gemma":[0.9997138,0.00005102669,0.00005679598,0.0000200775,0.0001252996,0.00003292201],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001732862,0.00009277005,0.965246,0.0000244104,0.00003108626,0.000339618,0.0007511741,0.0016833,0.01585614,0.00002819627,0.0001254835,0.01564857],"study_design_scores_gemma":[0.000001227512,0.00005924261,0.9961898,0.000002384869,0.00000392322,0.00007142337,0.0004480415,0.001388256,0.001654578,0.000006922599,0.0001714924,0.00000260704],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9997515,0.000005824336,0.00005947886,0.00000101043,2.231464e-7,0.000001831243,0.00007055992,0.000002974031,0.0001066038],"genre_scores_gemma":[0.9992755,0.00001358852,0.0002045046,0.000001685037,3.136219e-7,0.000002926752,0.0002100713,0.000001629104,0.0002898727],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1138862,"threshold_uncertainty_score":0.2264467,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Downtown; Transport engineering; Public transport; Transit (satellite); Metropolitan area; Milestone; Rapid transit; Engineering; Geography; Archaeology","authors":[{"name":"Erich Neugebauer","is_ca":false},{"name":"David Chesser","is_ca":false},{"name":"Veronica Meyer","is_ca":false},{"name":"Thomas Fromberger","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01253772809526981,"gpt":0.1920723979924428,"spread":0.179534669897173,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009228099,0.0003044931,0.00008799283,0.0005702898,0.003617506,0.00282481,0.0006523323,0.0006169839,0.005874056],"category_scores_gemma":[0.001110813,0.0002131359,0.0002130563,0.0009563058,0.001010036,0.0009977334,0.001335085,0.0005715466,0.0006171189],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.06011784,"about_ca_system_score_gemma":0.1354891,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9683813,"about_ca_topic_score_gemma":0.9894547,"domain_scores_codex":[0.9991881,0.0000915952,0.0000216106,0.00005387084,0.0002845046,0.0003603227],"domain_scores_gemma":[0.9971362,0.00007935197,0.00009271543,0.0000582182,0.001151356,0.001482173],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0004207749,0.0004031959,0.1671369,0.00125715,0.0001054092,0.006952639,0.03905465,0.006302839,0.02201257,0.1186633,0.4208408,0.2168497],"study_design_scores_gemma":[0.00006385252,0.0002927244,0.2211265,0.000299819,0.00005184381,0.0004369312,0.03510051,0.002706573,0.00163746,0.001034323,0.7371796,0.000069908],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6704278,0.002953003,0.005072153,0.03175329,0.0006471637,0.001351799,0.006507627,0.0006743068,0.2806127],"genre_scores_gemma":[0.8826786,0.001727402,0.008075148,0.001731169,0.00004542651,0.0002430042,0.002506628,0.0001051182,0.1028874],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06011784,"threshold_uncertainty_score":0.4361875,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Citation; Quantum tunnelling; Computer science; Engineering; Geotechnical engineering; Library science; Physics; Quantum mechanics","authors":[{"name":"Wulf Schubert","is_ca":true},{"name":"Gernot Jedlitschka","is_ca":true},{"name":"Christian Höss","is_ca":true},{"name":"Michael Binder","is_ca":true},{"name":"Michael Hofmann","is_ca":true},{"name":"Martin Zmölnig","is_ca":true},{"name":"Franz Reiter","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01793064285468132,"gpt":0.1847140141596683,"spread":0.1667833713049869,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003860259,0.0007164102,0.0004169052,0.002118913,0.0007581894,0.003292003,0.0006554146,0.001166072,0.5254979],"category_scores_gemma":[0.00103052,0.0002531776,0.0004043015,0.001251806,0.0004196247,0.001467537,0.001317378,0.0009731881,0.240444],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001270272,"about_ca_system_score_gemma":0.0008558929,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00386597,"about_ca_topic_score_gemma":0.009048784,"domain_scores_codex":[0.9996692,0.0000232775,0.00001238747,0.00002898944,0.0002236211,0.00004257983],"domain_scores_gemma":[0.9994676,0.00005138026,0.00002627119,0.00005589836,0.0002737161,0.0001252867],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004636348,0.00002462217,0.0001716355,0.0002613193,0.000002353016,0.00004251319,0.00003032275,0.0001099239,0.001039522,0.00298696,0.9455311,0.04975331],"study_design_scores_gemma":[0.000007534104,0.00002127798,0.001490742,0.000168054,0.000001704492,0.00007372134,0.00004672572,0.0001124507,0.0003704009,0.001069368,0.9966331,0.000004910939],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.002308356,0.004693041,0.002252126,0.006968724,0.03213444,0.0002355166,0.01275363,0.00283623,0.9358179],"genre_scores_gemma":[0.007362348,0.002044655,0.0008466283,0.001156047,0.003983247,0.00004679862,0.006109206,0.0005608718,0.9778903],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.4745021,"threshold_uncertainty_score":0.6768197,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Procurement; Humanities; Engineering; Political science; Management; Art; Economics","authors":[{"name":"G Urschitz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01287685607510935,"gpt":0.2085508072176992,"spread":0.1956739511425898,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004247855,0.0004041668,0.0002431144,0.0008026532,0.005846534,0.003554294,0.0008354524,0.001143105,0.02143291],"category_scores_gemma":[0.002412245,0.0004076358,0.0002392202,0.001147144,0.002461796,0.000928556,0.002737133,0.00124138,0.00230817],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0139066,"about_ca_system_score_gemma":0.0321863,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.3364588,"about_ca_topic_score_gemma":0.5553162,"domain_scores_codex":[0.9975207,0.0006611061,0.00006482973,0.0001997928,0.0009724186,0.0005810842],"domain_scores_gemma":[0.9972687,0.0003506969,0.0001441904,0.0002376686,0.000960178,0.001038532],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001534671,0.002091984,0.1189868,0.001796182,0.0000848387,0.009722134,0.176748,0.008820147,0.0452658,0.07317767,0.1237126,0.4380592],"study_design_scores_gemma":[0.0001405482,0.001521846,0.1118288,0.0006709761,0.00005295832,0.001425264,0.2326785,0.00409808,0.01771087,0.003162473,0.626573,0.0001366861],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.8491369,0.0009431146,0.01184449,0.004124426,0.0001233256,0.001769977,0.00113279,0.0004116585,0.1305134],"genre_scores_gemma":[0.8572851,0.000786273,0.0171561,0.0002790283,0.00002680352,0.0005665116,0.0008272368,0.0001709333,0.1229022],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.3364588,"threshold_uncertainty_score":0.6690009,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomechanics; Quantum tunnelling; Geology; Geotechnical engineering; Engineering; Mining engineering; Civil engineering; Physics","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.004597442709209025,"gpt":0.1712160655718567,"spread":0.1666186228626477,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007933272,0.0005952765,0.0003187134,0.001913723,0.00139053,0.002181002,0.0009077093,0.001359627,0.4609759],"category_scores_gemma":[0.001108289,0.0003517045,0.0004217986,0.0008977002,0.0004573089,0.0006112086,0.001518006,0.001230301,0.106294],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00156671,"about_ca_system_score_gemma":0.004838916,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.05685282,"about_ca_topic_score_gemma":0.1657197,"domain_scores_codex":[0.9992919,0.00003204497,0.00001713988,0.00004714831,0.0004909898,0.0001206733],"domain_scores_gemma":[0.9986078,0.00009015467,0.00003952371,0.0001126695,0.0008750724,0.0002747978],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0002497866,0.0002478479,0.002750842,0.0002970645,0.00001004651,0.0002771464,0.0001121439,0.0004339543,0.00361739,0.002123199,0.9087433,0.08113726],"study_design_scores_gemma":[0.00003448459,0.00009103739,0.0101243,0.00006972394,0.000006327031,0.0001000599,0.000200751,0.0003286348,0.001274242,0.0001948992,0.9875638,0.00001184382],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.0219931,0.001787634,0.002267077,0.008275574,0.008995709,0.001148088,0.03705818,0.002454229,0.9160205],"genre_scores_gemma":[0.01021165,0.0003576037,0.0006227432,0.0001792658,0.0002307923,0.00003576236,0.006477104,0.0001651687,0.9817199],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.4609759,"threshold_uncertainty_score":0,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Cover (algebra); Geomechanics; Quantum tunnelling; Geology; Geotechnical engineering; Engineering; Physics; Condensed matter physics; Mechanical engineering","authors":[{"name":"Österreichische Gesellschaft","is_ca":true},{"name":"Für Geomechanik","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01589108482009119,"gpt":0.2207504583558869,"spread":0.2048593735357958,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0002711815,0.0007786909,0.0003322373,0.001270639,0.001075412,0.001896851,0.0006129193,0.0008511709,0.6761541],"category_scores_gemma":[0.0003312521,0.000237957,0.0003045227,0.0008949805,0.0004277175,0.001648346,0.001532418,0.001221988,0.4226017],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001117728,"about_ca_system_score_gemma":0.0008842102,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003198002,"about_ca_topic_score_gemma":0.01062181,"domain_scores_codex":[0.9998037,0.00001108136,0.000005210658,0.00001894346,0.0001287022,0.00003228955],"domain_scores_gemma":[0.9997154,0.00002291785,0.000008952288,0.00004190404,0.0001341445,0.00007664783],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003691568,0.00004538065,0.0001636474,0.0001100442,0.000001406631,0.00007758477,0.00003400773,0.0001977704,0.001082391,0.003152123,0.9285985,0.06650031],"study_design_scores_gemma":[0.000006001415,0.00001453858,0.0009266174,0.0000653571,0.00000118546,0.00006507138,0.0000777188,0.0001970781,0.0009459162,0.001203004,0.9964933,0.00000434733],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.001433416,0.0007175138,0.001634035,0.0014469,0.002826628,0.0001059191,0.004898981,0.001216318,0.9857202],"genre_scores_gemma":[0.004310283,0.0007024215,0.0004400205,0.0001048783,0.0002987618,0.00002039072,0.002488816,0.0004719096,0.9911624],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.3238459,"threshold_uncertainty_score":0.4619269,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Quantum tunnelling; Geomechanics; Engineering; Civil engineering; Geotechnical engineering; Physics","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.008759475002780622,"gpt":0.1903719105855312,"spread":0.1816124355827506,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001576758,0.00105735,0.0005856217,0.001361287,0.001390157,0.005363247,0.001152872,0.003739866,0.1998541],"category_scores_gemma":[0.002818997,0.0005175711,0.0007847052,0.0009327275,0.0009879646,0.002779701,0.002056594,0.004940906,0.07713227],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002103679,"about_ca_system_score_gemma":0.002938132,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005993059,"about_ca_topic_score_gemma":0.01632668,"domain_scores_codex":[0.9986804,0.00006843429,0.00005167618,0.0001267137,0.0008897758,0.0001829728],"domain_scores_gemma":[0.9984571,0.0001992887,0.00008959127,0.0001299927,0.0006967547,0.0004271895],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003896433,0.00003094391,0.00006280641,0.00007450703,0.000003093524,0.00002621031,0.00001071817,0.0000434922,0.0002441992,0.002293668,0.9798886,0.01728263],"study_design_scores_gemma":[0.000008323598,0.00001404486,0.0004393444,0.00004900838,0.000001694812,0.000008215525,0.00002639806,0.00003743711,0.00009685956,0.0004463576,0.9988688,0.000003348726],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.001355389,0.01760163,0.001947809,0.136385,0.2993181,0.0003188784,0.004668548,0.001203466,0.5372011],"genre_scores_gemma":[0.003550576,0.0067419,0.0006081541,0.01729885,0.02305488,0.00007671976,0.002011433,0.000280747,0.9463767],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.1998541,"threshold_uncertainty_score":0.6685785,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomechanics; Geotechnics; Rock mechanics; Foundation (evidence); Engineering; Geology; Geotechnical engineering; Archaeology; History","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01300773652219904,"gpt":0.1822287686983623,"spread":0.1692210321761632,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0009838884,0.0009652036,0.0008928376,0.00384117,0.003022116,0.005852926,0.001078672,0.001211363,0.3066123],"category_scores_gemma":[0.007094916,0.0003735623,0.0003613881,0.005960665,0.0003850952,0.002859192,0.0033378,0.002485779,0.1969052],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001102385,"about_ca_system_score_gemma":0.001004638,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004190643,"about_ca_topic_score_gemma":0.007129157,"domain_scores_codex":[0.9990265,0.0001319437,0.00007589269,0.0001837985,0.0004090737,0.000172811],"domain_scores_gemma":[0.9968529,0.0004286666,0.0002596398,0.0004670705,0.001214779,0.0007769612],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"observational","study_design_scores_codex":[0.00008424299,0.00001423334,0.0002641565,0.00008364314,0.00000202884,0.00003442845,0.0001574048,0.00002252369,0.00005966838,0.001069564,0.9749702,0.02323797],"study_design_scores_gemma":[0.00000472544,0.000009453372,0.001100937,0.00005780993,0.000001273075,0.0000268904,0.0001939282,0.00001836191,0.0000333373,0.0001870161,0.9983615,0.000004740954],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.007483761,0.009692806,0.002173367,0.01384013,0.06413085,0.0006779183,0.174287,0.002447036,0.7252671],"genre_scores_gemma":[0.03018684,0.004883752,0.001120336,0.003795283,0.006734345,0.000751599,0.07495581,0.001019172,0.8765528],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.3066123,"threshold_uncertainty_score":0.9890335,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"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","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.006472858093641851,"gpt":0.1851217283417724,"spread":0.1786488702481305,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004742341,0.0008731277,0.0003755988,0.001507665,0.001059643,0.002836901,0.0007263788,0.001467868,0.7882479],"category_scores_gemma":[0.0008866088,0.0002583124,0.0003375465,0.001344873,0.0004069543,0.001584711,0.001395578,0.001320585,0.6274894],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001298124,"about_ca_system_score_gemma":0.00160491,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01044146,"about_ca_topic_score_gemma":0.03385467,"domain_scores_codex":[0.999674,0.00001976914,0.00001121057,0.00003988764,0.0002090989,0.00004607421],"domain_scores_gemma":[0.9988523,0.0000659002,0.0000323839,0.00009385611,0.0006599727,0.0002955352],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0000235129,0.00002046319,0.00009670125,0.0000762665,7.503148e-7,0.00002100239,0.000007300496,0.00007704263,0.0002832556,0.0008543916,0.9712428,0.02729647],"study_design_scores_gemma":[0.000006592059,0.00001744522,0.0009205946,0.00007962326,9.359446e-7,0.00002082031,0.00002451369,0.0001260212,0.000206634,0.0004427565,0.9981503,0.000003761382],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.0006429147,0.0005654055,0.001176547,0.002317354,0.00464193,0.0001949348,0.01197349,0.001531057,0.9769564],"genre_scores_gemma":[0.001570887,0.0003218512,0.0002774475,0.0001787591,0.000318943,0.00002290237,0.004324128,0.0002599881,0.992725],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.2117521,"threshold_uncertainty_score":0.3020387,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Quantum tunnelling; Engineering; Rock blasting; Exhibition; Geotechnical engineering; Art history; Art; Physics","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.0155385145291801,"gpt":0.1992414421048495,"spread":0.1837029275756694,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006737319,0.001012587,0.000506227,0.0009280815,0.0009409851,0.002723951,0.0005991457,0.003503335,0.1321312],"category_scores_gemma":[0.001274689,0.0004668763,0.0004411024,0.0004806087,0.0005256557,0.001555196,0.0009732276,0.003980517,0.09025379],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000851018,"about_ca_system_score_gemma":0.0009530844,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003075618,"about_ca_topic_score_gemma":0.008132232,"domain_scores_codex":[0.9995235,0.00002681633,0.00002124077,0.00005299071,0.0002860968,0.00008941437],"domain_scores_gemma":[0.9994339,0.00009411922,0.00004564043,0.00004821281,0.0002504588,0.0001276932],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0000698252,0.00001968352,0.00007944889,0.00007618319,0.000002408856,0.00005262456,0.00001184066,0.00006646299,0.0004128245,0.002097341,0.9650006,0.03211074],"study_design_scores_gemma":[0.000008270054,0.00001472869,0.0003288455,0.00004028195,0.000001284132,0.00002681888,0.0000151785,0.00004203759,0.0001344097,0.0002727763,0.9991116,0.000003727641],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.002567341,0.03156277,0.002276107,0.108188,0.1945755,0.0002105878,0.004326347,0.001480563,0.6548127],"genre_scores_gemma":[0.004648639,0.005533228,0.0005057992,0.00763031,0.009902462,0.00004676484,0.001212671,0.0002021155,0.970318],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.1321312,"threshold_uncertainty_score":0.442023,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Mining engineering; Geomechanics; Geology; Engineering; Geotechnical engineering","authors":[{"name":"Österreichische Gesellschaft","is_ca":false},{"name":"Für Geomechanik","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008741900268613134,"gpt":0.1858890855648191,"spread":0.1771471852962059,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0005005188,0.0007593185,0.0002174024,0.0009891471,0.0009724518,0.002167599,0.0005948704,0.0009994531,0.6867675],"category_scores_gemma":[0.0006044279,0.0002274639,0.0002933784,0.0007959074,0.0002405678,0.00154244,0.001209404,0.0009063614,0.4289395],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001001465,"about_ca_system_score_gemma":0.00118523,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0125821,"about_ca_topic_score_gemma":0.03710511,"domain_scores_codex":[0.9997719,0.00001569828,0.000006098216,0.00002114643,0.0001437498,0.00004144988],"domain_scores_gemma":[0.9993155,0.00002973583,0.00001642581,0.00006126142,0.0003863792,0.0001907808],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003616464,0.00003085129,0.0001947106,0.00006321713,7.042735e-7,0.00003167029,0.00001268102,0.0001610446,0.000388698,0.0007650379,0.9626648,0.03565041],"study_design_scores_gemma":[0.000007739201,0.00002039198,0.001509287,0.00004259159,8.506843e-7,0.00002638551,0.0000430499,0.0002189789,0.0002679196,0.0004041365,0.9974547,0.000004068013],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.001228577,0.0003537063,0.001138599,0.001283613,0.002129171,0.0001715519,0.01435221,0.001913767,0.9774289],"genre_scores_gemma":[0.004546753,0.0002920276,0.0007750587,0.0001911598,0.0001657129,0.00004608164,0.008629903,0.0004699297,0.9848835],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.6867675,"threshold_uncertainty_score":0.4467881,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Public Health Ontario","funders":"","keywords":"Shotcrete; Reinforcement; Excavation; Bar (unit); Geotechnical engineering; Structural engineering; Engineering; Geology","authors":[{"name":"Jürgen Laubbichler","is_ca":false},{"name":"Thomas Schwind","is_ca":false},{"name":"Angelos Gakis","is_ca":false},{"name":"Alejandro Sanz","is_ca":false},{"name":"Francisco Rafael Martins Soto","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00991420862494671,"gpt":0.20933143527181,"spread":0.1994172266468633,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003977555,0.0004163824,0.0004044001,0.0004429,0.0002572065,0.0007426137,0.0009530977,0.0005875864,0.00190258],"category_scores_gemma":[0.0005398464,0.0003349798,0.0003001315,0.0002062464,0.000560733,0.0002040539,0.0005550129,0.0002794965,0.0002361207],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005329903,"about_ca_system_score_gemma":0.001180545,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003108066,"about_ca_topic_score_gemma":0.007876424,"domain_scores_codex":[0.9997863,0.00003515408,0.000008633349,0.00002731028,0.00008810662,0.00005461808],"domain_scores_gemma":[0.999711,0.00007339894,0.00007215281,0.00002577179,0.00006871272,0.00004893482],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001535997,0.00007439117,0.002273746,0.0001062077,0.00001933641,0.0003330157,0.0000608248,0.9484375,0.03877933,0.0015841,0.0001427681,0.008035247],"study_design_scores_gemma":[0.00007218228,0.0008167706,0.004100359,0.00002397143,0.00003241426,0.0001173403,0.0001156449,0.9762167,0.01569203,0.000511782,0.002269288,0.00003138032],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9339067,0.00005784038,0.05713549,0.00002451483,0.00001854476,0.00007755415,0.00007932737,0.0001801409,0.008519847],"genre_scores_gemma":[0.9856966,0.00002362938,0.01281264,0.000003890356,0.000001397555,0.00003260292,0.00003128943,0.00001431654,0.001383635],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003108066,"threshold_uncertainty_score":0.006364763,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomechanics; Quantum tunnelling; Connection (principal bundle); Geotechnical engineering; Engineering; Geology; Civil engineering; Structural engineering; Physics","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.005018182347566022,"gpt":0.1746199177928678,"spread":0.1696017354453018,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0007755916,0.0007286546,0.0003606609,0.002208407,0.001175801,0.001931896,0.0008406895,0.001225215,0.4271436],"category_scores_gemma":[0.001088117,0.0003836789,0.0004294491,0.001422474,0.0003444763,0.0006679285,0.001396925,0.0009642977,0.1504735],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001739873,"about_ca_system_score_gemma":0.004682376,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0555782,"about_ca_topic_score_gemma":0.1628931,"domain_scores_codex":[0.9993293,0.0000276571,0.00002050438,0.00004615013,0.0004769788,0.00009936802],"domain_scores_gemma":[0.9980191,0.00008542453,0.00006415549,0.0001395966,0.001285409,0.0004064055],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001517464,0.0001403805,0.002309014,0.0002069426,0.000007973307,0.0001131566,0.00004292215,0.0002297973,0.001838677,0.0006825316,0.9581289,0.03614794],"study_design_scores_gemma":[0.00005646211,0.0001092409,0.01854877,0.00008404738,0.00001132383,0.00008448996,0.0001681296,0.0004619782,0.001958498,0.0002281633,0.9782705,0.00001835551],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.01623819,0.001785189,0.002644967,0.009248417,0.01085139,0.001740193,0.1551507,0.004123426,0.7982175],"genre_scores_gemma":[0.01162526,0.000668507,0.0007347429,0.0002824591,0.0004456832,0.0001031562,0.03537559,0.0002950037,0.9504696],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.4271436,"threshold_uncertainty_score":0.8171102,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Engineering","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01374173839028829,"gpt":0.1985456110399449,"spread":0.1848038726496566,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.001418896,0.002071539,0.001212158,0.00495791,0.001555653,0.003994192,0.001394814,0.002674103,0.1804739],"category_scores_gemma":[0.001630092,0.001046568,0.0005746027,0.004111776,0.0009739599,0.003013057,0.003193849,0.004370186,0.1796586],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00285666,"about_ca_system_score_gemma":0.002426179,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008677389,"about_ca_topic_score_gemma":0.0087898,"domain_scores_codex":[0.9982433,0.0001476483,0.0001931247,0.0002433118,0.0009439453,0.0002286597],"domain_scores_gemma":[0.9990743,0.0001015792,0.0001085486,0.0001510184,0.0004328864,0.0001316335],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.000361149,0.0001553576,0.001482841,0.001236787,0.00002943967,0.0002770127,0.000286693,0.001360615,0.006233496,0.02414462,0.547254,0.4171779],"study_design_scores_gemma":[0.00002501693,0.00007200456,0.002337856,0.000377508,0.000009378477,0.000317593,0.0000599134,0.0003242556,0.001684729,0.002728122,0.9920402,0.00002334057],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.01147838,0.07973863,0.01685291,0.00868028,0.01439711,0.0007725001,0.03290772,0.005532719,0.8296397],"genre_scores_gemma":[0.02951363,0.05702196,0.01440647,0.001266529,0.002097363,0.0008163869,0.03160129,0.002725646,0.8605507],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.8195261,"threshold_uncertainty_score":0.6037455,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Work (physics); Cover (algebra); Civil engineering; Geology; Engineering; Geography; Mining engineering","authors":[{"name":"Österreichische Gesellschaft","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01134035246604499,"gpt":0.2028959555761327,"spread":0.1915556031100877,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0002327911,0.0008083832,0.0003900202,0.001240935,0.0008858382,0.002192179,0.0006118439,0.0009075168,0.7782794],"category_scores_gemma":[0.0005267388,0.0001884825,0.0002597274,0.001278351,0.000308481,0.001543005,0.001121863,0.0009921036,0.566431],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009388622,"about_ca_system_score_gemma":0.0005461005,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002592285,"about_ca_topic_score_gemma":0.007305267,"domain_scores_codex":[0.9997881,0.00001553115,0.000008421174,0.00003053447,0.0001248013,0.00003263525],"domain_scores_gemma":[0.9996345,0.00003933673,0.00001547893,0.00006029402,0.0001603455,0.00008994079],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003016736,0.00003248096,0.0001420421,0.0001658835,0.000001061785,0.00006192669,0.00003273112,0.0001325946,0.0006248981,0.001744304,0.944527,0.05250484],"study_design_scores_gemma":[0.000004375103,0.00001126423,0.0008917391,0.00007376287,6.249298e-7,0.00003712541,0.00003329979,0.00007700746,0.0002654801,0.0004769638,0.998126,0.000002433331],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.0007920287,0.0008093974,0.0008395445,0.001134083,0.001937159,0.0001106087,0.006773958,0.001415074,0.9861881],"genre_scores_gemma":[0.003599477,0.000710787,0.0002777182,0.000109235,0.0003986949,0.00002659924,0.002900605,0.0004207749,0.991556],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.2217206,"threshold_uncertainty_score":0.3162575,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Quantum tunnelling; New Austrian Tunnelling method; Geomechanics; Engineering; Civil engineering; Geotechnical engineering; Physics","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.02257725738587056,"gpt":0.1926027116419332,"spread":0.1700254542560626,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001761959,0.001528814,0.0006184404,0.001166185,0.001270033,0.005877724,0.001216045,0.005534201,0.1685677],"category_scores_gemma":[0.003017645,0.0006614163,0.0007507149,0.0009871057,0.001047962,0.00294423,0.001397303,0.006292818,0.1232331],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00194042,"about_ca_system_score_gemma":0.002833097,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005964353,"about_ca_topic_score_gemma":0.01880011,"domain_scores_codex":[0.9989673,0.0000627007,0.00005637155,0.0001184169,0.0006383364,0.0001569828],"domain_scores_gemma":[0.9977926,0.0003356027,0.0001493052,0.0001624676,0.0009644737,0.0005956821],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004923109,0.00002615698,0.00003962101,0.000124924,0.000002799075,0.00003321714,0.000007970859,0.00003481787,0.0002367947,0.00102874,0.9826947,0.01572099],"study_design_scores_gemma":[0.00001197345,0.00002347278,0.0004206102,0.00009803767,0.000002666961,0.00001744519,0.00002536702,0.0000330136,0.0001252296,0.0003551012,0.9988821,0.000004994405],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"editorial","genre_scores_codex":[0.001041366,0.03354831,0.001640297,0.1747053,0.2865047,0.0003829412,0.005395773,0.001278815,0.4955025],"genre_scores_gemma":[0.002374457,0.01500135,0.0006370156,0.02148619,0.03087367,0.00009147979,0.002197054,0.000232601,0.9271062],"genre_candidate":"editorial","genre_consensus":null,"teacher_disagreement_score":0.1685677,"threshold_uncertainty_score":0.5639153,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Geomechanics; Geology; Copper mine; Mining engineering; Cover (algebra); Geotechnical engineering; Engineering; Copper","authors":[{"name":"Österreichische Gesellschaft","is_ca":true},{"name":"Für Geomechanik","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01081810880641335,"gpt":0.1940742506947179,"spread":0.1832561418883046,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003003539,0.00093036,0.0005223781,0.001562094,0.000721436,0.002589411,0.0007583657,0.001124417,0.7690611],"category_scores_gemma":[0.000730226,0.0002244697,0.0003128448,0.001307199,0.0003559972,0.001780648,0.001158129,0.001065386,0.5493402],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009096304,"about_ca_system_score_gemma":0.0006414182,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002526894,"about_ca_topic_score_gemma":0.006943151,"domain_scores_codex":[0.9997011,0.00001865966,0.00001321564,0.00004365579,0.0001876385,0.00003575557],"domain_scores_gemma":[0.9993913,0.00005661512,0.00002630569,0.00009799284,0.0003020226,0.0001257671],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004364566,0.00005001557,0.0001808255,0.0001872036,0.000002048203,0.00004953074,0.00002024936,0.0002460684,0.0006224909,0.002163991,0.9289035,0.06753037],"study_design_scores_gemma":[0.000007644119,0.00002135788,0.001050958,0.00009624064,0.000001407063,0.00003931673,0.00002466912,0.0002519081,0.0004086486,0.0009224875,0.9971721,0.000003243457],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.000873297,0.0009879211,0.001734348,0.001334004,0.003351728,0.00013258,0.00753583,0.001678166,0.9823722],"genre_scores_gemma":[0.002943401,0.0007248723,0.0003875675,0.0001051333,0.0004919755,0.00002180329,0.003478761,0.0004438765,0.9914027],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.2309389,"threshold_uncertainty_score":0.3294062,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Österreichische Gesellschaft","is_ca":true},{"name":"Für Geomechanik","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009951049788811242,"gpt":0.1949773987402362,"spread":0.1850263489514249,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004960307,0.0007995768,0.0002322801,0.0009120161,0.0007651706,0.00219518,0.0005067444,0.001203286,0.6268908],"category_scores_gemma":[0.0004967282,0.0002143804,0.00028801,0.0007303217,0.0002158599,0.001368172,0.001100209,0.0009936582,0.4200101],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008662607,"about_ca_system_score_gemma":0.001012949,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004752486,"about_ca_topic_score_gemma":0.01388271,"domain_scores_codex":[0.9998142,0.00001293455,0.000004528122,0.00001933937,0.0001119771,0.00003693281],"domain_scores_gemma":[0.9994794,0.00002506256,0.00001557381,0.00004309913,0.0002319391,0.0002049609],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003746889,0.00002789225,0.000125495,0.00008072999,8.036035e-7,0.00002471349,0.000006660904,0.0001517082,0.0004334151,0.0008549688,0.9691454,0.02911074],"study_design_scores_gemma":[0.000009135035,0.00002845,0.001213603,0.00004803345,9.739939e-7,0.0000210316,0.00002211637,0.0001969119,0.0002615046,0.0004864474,0.9977082,0.000003462061],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.001645994,0.0007857822,0.00116558,0.002483316,0.004567243,0.0002165353,0.01603976,0.001956104,0.9711397],"genre_scores_gemma":[0.004571723,0.0005726621,0.0005459783,0.0003691594,0.0004771285,0.00005845959,0.009051512,0.000407384,0.983946],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.3731092,"threshold_uncertainty_score":0.5321949,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada); Cameco (Canada)","funders":"","keywords":"Structural basin; Geology; Shaft mining; Geotechnical engineering; Engineering; Mining engineering; Geomorphology","authors":[{"name":"James F. Hatley","is_ca":true},{"name":"Rashid Bashir","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03711515795660409,"gpt":0.2564099031387424,"spread":0.2192947451821383,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003111656,0.0001799223,0.000154972,0.0007324748,0.001396866,0.0003838999,0.0002463505,0.000215379,0.002095688],"category_scores_gemma":[0.0006164158,0.0001055555,0.0001222061,0.0008073162,0.0006036417,0.0003243184,0.0005453673,0.0002307132,0.0001785263],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001335678,"about_ca_system_score_gemma":0.0007575752,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.08208888,"about_ca_topic_score_gemma":0.323148,"domain_scores_codex":[0.9997559,0.00003571428,0.00001759434,0.00003060251,0.00008654838,0.00007365356],"domain_scores_gemma":[0.9994335,0.000061392,0.0001428698,0.00002612885,0.0001802973,0.0001559051],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002050038,0.0002209796,0.9010345,0.00007712352,0.0000195348,0.004919235,0.03551133,0.001839458,0.01664483,0.0003600987,0.001048805,0.0381191],"study_design_scores_gemma":[0.000003087439,0.0002987707,0.9605457,0.00001632928,0.000007041451,0.0004860156,0.03043734,0.0006597677,0.002058042,0.00006430411,0.00540693,0.00001662913],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993674,0.00001540536,0.0000423195,0.000032707,7.674532e-7,0.000002916444,0.00004027982,0.000003329388,0.0004950164],"genre_scores_gemma":[0.998593,0.00004919793,0.000120818,0.000007503029,9.384696e-7,0.00000311203,0.00006469931,0.000002387776,0.001158331],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9179111,"threshold_uncertainty_score":0.1632221,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"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","authors":[{"name":"Österreichische Gesellschaft","is_ca":true},{"name":"Für Geomechanik","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009951049788811242,"gpt":0.1949773987402362,"spread":0.1850263489514249,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006426187,0.0009892229,0.0004064223,0.001145508,0.000775306,0.002931446,0.0006080577,0.001842796,0.7563456],"category_scores_gemma":[0.001007842,0.0002694689,0.0003072968,0.0009186114,0.0003223111,0.002173448,0.001126965,0.001316771,0.6711284],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009117155,"about_ca_system_score_gemma":0.001221392,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003215068,"about_ca_topic_score_gemma":0.008343125,"domain_scores_codex":[0.9997143,0.00002007242,0.00001017881,0.00003049223,0.000177914,0.00004699653],"domain_scores_gemma":[0.9988938,0.00007764685,0.00003492803,0.00007742606,0.0004877918,0.0004285187],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00002251967,0.00001979608,0.00005478094,0.00006879042,4.316222e-7,0.00001539383,0.000003150009,0.00007668558,0.0001965929,0.0007588109,0.9786336,0.02014932],"study_design_scores_gemma":[0.000009506182,0.00002822798,0.0006087834,0.00005556656,7.775738e-7,0.0000193825,0.00001394316,0.0001370197,0.0001606428,0.0004851398,0.9984772,0.000003885434],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.0005242949,0.0005852688,0.000703334,0.00209623,0.006121909,0.0001603725,0.007756132,0.001407011,0.9806454],"genre_scores_gemma":[0.001498785,0.0004021317,0.0002009402,0.0004014561,0.000635109,0.00003782658,0.003596637,0.0002580682,0.9929691],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.7563456,"threshold_uncertainty_score":0.3475434,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomechanics; Quantum tunnelling; Engineering; Civil engineering; Humanities; Geotechnical engineering; Physics; Art","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.01155628380107427,"gpt":0.1992506478980012,"spread":0.1876943640969269,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00113098,0.0009224266,0.000375199,0.0009217717,0.0008608014,0.003389772,0.000831355,0.00410717,0.1951827],"category_scores_gemma":[0.001902547,0.0003922442,0.000501439,0.0006478732,0.0005326889,0.001996649,0.001021421,0.003607876,0.1108133],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001072489,"about_ca_system_score_gemma":0.001997137,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005795033,"about_ca_topic_score_gemma":0.01736471,"domain_scores_codex":[0.9994661,0.00002851364,0.00002391151,0.00004827891,0.0003350051,0.00009809902],"domain_scores_gemma":[0.9988457,0.0001652437,0.00007529528,0.00008931675,0.0004669881,0.0003574323],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00005654922,0.00005185528,0.0001312668,0.0001043048,0.000002361993,0.00005147667,0.00001051643,0.00009541012,0.0005082026,0.001875345,0.9728674,0.0242452],"study_design_scores_gemma":[0.000009507714,0.00002194723,0.0007779414,0.00004997803,0.00000128662,0.00001301542,0.00002367505,0.00004797552,0.00009797989,0.0002326305,0.9987209,0.000003001105],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.002287951,0.008546853,0.0014358,0.07241835,0.107453,0.0003862851,0.009370835,0.001246684,0.7968543],"genre_scores_gemma":[0.003479665,0.003168766,0.0004669994,0.008199886,0.006942895,0.0000716381,0.003313828,0.0001403773,0.9742159],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.1951827,"threshold_uncertainty_score":0.6529512,"prediction_status":"machine_predicted_unvalidated"},"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,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Engineering; New Austrian Tunnelling method; Civil engineering; Shotcrete; Parliament; Transport engineering; Political science; Excavation","authors":[{"name":"Jürgen Laubbichler","is_ca":false},{"name":"Thomas Schwind","is_ca":false},{"name":"Christian Karner","is_ca":false},{"name":"Angelos Gakis","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04715717065494958,"gpt":0.2607750132135346,"spread":0.213617842558585,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001483036,0.0002909232,0.000118952,0.001329073,0.0008189061,0.001183466,0.0006693148,0.0006729669,0.002524637],"category_scores_gemma":[0.0007563165,0.000161694,0.0002121726,0.001939724,0.0004820767,0.0009289777,0.001066426,0.0004447923,0.0004145255],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001876799,"about_ca_system_score_gemma":0.003037862,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007536823,"about_ca_topic_score_gemma":0.02183154,"domain_scores_codex":[0.9994317,0.0001348101,0.00003697604,0.00006483496,0.000214797,0.0001169641],"domain_scores_gemma":[0.999441,0.00007293908,0.00008571283,0.00003871129,0.0002566954,0.0001049648],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00009366844,0.0005952161,0.02162111,0.002395092,0.00003073337,0.001201537,0.002416747,0.006748101,0.0110482,0.03167697,0.01460618,0.9075664],"study_design_scores_gemma":[0.00002337826,0.0009353899,0.0531278,0.001635573,0.00004611139,0.002250925,0.01054831,0.01109259,0.01089811,0.003025185,0.9063517,0.00006484059],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"review","genre_scores_codex":[0.6571901,0.08948664,0.05227921,0.006631252,0.0004500749,0.001174203,0.000836348,0.0006093626,0.1913429],"genre_scores_gemma":[0.7983919,0.0649948,0.09805147,0.0004884264,0.0001150582,0.0004943031,0.001048449,0.00005592084,0.0363596],"genre_candidate":"review","genre_consensus":null,"teacher_disagreement_score":0.007536823,"threshold_uncertainty_score":0.01498592,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}