{"meta":{"query_hash":"e1ffbc0c28bd","filters":{"topic":"Dam Engineering and Safety"},"cohort_total":445,"direct_labels_cover":1,"predictions_cover":445,"exported":445,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/e1ffbc0c28bd","api":"https://metacan.xera.ac/api/v1/cohort?topic=Dam+Engineering+and+Safety"},"results":[{"id":"W1439616400","doi":"","title":"Plenary Speaker: The Evolution of Pro-Active Dam Removal in the US Over the Last Quarter Century","year":2015,"lang":"en","type":"article","venue":"ScholarWorks@UMassAmherst (University of Massachusetts Amherst)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quarter (Canadian coin); History; Political science; Archaeology","score_opus":0.011308331405426196,"score_gpt":0.18888483551839158,"score_spread":0.17757650411296538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1439616400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9718366,0.0017980104,0.0029724902,0.0016829168,0.0008243876,0.00085009413,0.000098911,0.00020979928,0.019726772],"genre_scores_gemma":[0.9991627,0.00010553988,0.00040095646,0.000048531434,0.00010419949,0.0000027395524,0.000021446847,0.000039338833,0.00011459015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9977935,0.00036865295,0.000310561,0.0003103073,0.0007294358,0.0004875624],"domain_scores_gemma":[0.9984784,0.00023490853,0.00016440022,0.0008794083,0.00012873093,0.00011414633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014590252,0.00031958954,0.00036466765,0.00019136378,0.00023677154,0.00005311346,0.0010325898,0.0002433669,0.00005777515],"category_scores_gemma":[0.00007234197,0.0002270759,0.00022343072,0.00093132403,0.00034955607,0.0007101055,0.00013784238,0.00115216,0.000029681118],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002130391,0.0012599936,0.06843225,0.00070705387,0.0022523126,0.0006039234,0.14519347,0.5809405,0.003310449,0.010062795,0.16513053,0.01997633],"study_design_scores_gemma":[0.005708327,0.00044262916,0.5335909,0.00050130347,0.0004238309,0.00012175203,0.20267382,0.053790234,0.00008688259,0.0008683136,0.20052662,0.0012653698],"about_ca_topic_score_codex":0.00050323264,"about_ca_topic_score_gemma":0.0006594042,"teacher_disagreement_score":0.5271503,"about_ca_system_score_codex":0.00057068106,"about_ca_system_score_gemma":0.00010879618,"threshold_uncertainty_score":0.9259887},"labels":[],"label_agreement":null},{"id":"W1495700221","doi":"","title":"State of the art on filter design and particle clogging; and proposed new numerical approach to redesign","year":2008,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nuclear Waste Management Organization","funders":"","keywords":"Clogging; Filter (signal processing); Filter design; Adaptive filter; Engineering; Particle filter; Computer science; Geography; Electronic engineering; Computer vision","score_opus":0.025064455082885843,"score_gpt":0.18700883271299318,"score_spread":0.16194437763010733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1495700221","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20671819,0.00004461751,0.7894424,0.00019185098,0.00006449947,0.00030198772,0.0000014752222,0.00017158636,0.0030633428],"genre_scores_gemma":[0.9698525,0.000016636577,0.02864331,0.00006695893,0.0000144734695,0.0000037523148,3.2822402e-7,0.00001691494,0.001385119],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995118,0.00001991779,0.00011330656,0.00011318667,0.00009061829,0.00015120643],"domain_scores_gemma":[0.9996917,0.00004356417,0.0000073985684,0.00014941175,0.0000072270914,0.000100656565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008815025,0.000093765615,0.00011389495,0.000018459708,0.000032069303,0.000008900621,0.000057700676,0.000021358717,0.0000054732463],"category_scores_gemma":[0.00001716669,0.000062426734,0.00001681936,0.00010298229,0.000020474887,0.00003262777,0.000019228666,0.000072877556,0.000006687953],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059854174,0.000052651503,0.0004318183,0.000046307756,0.00003929879,0.000003124027,0.001614271,0.94919914,0.013959424,0.0004814152,0.025960991,0.008151707],"study_design_scores_gemma":[0.00066347176,0.00021745695,0.017784389,0.000032141776,0.000013167834,0.0000356507,0.00002149199,0.8767377,0.0986566,0.00020328577,0.0053210068,0.00031362392],"about_ca_topic_score_codex":0.000005322543,"about_ca_topic_score_gemma":1.609482e-7,"teacher_disagreement_score":0.7631343,"about_ca_system_score_codex":0.000010035385,"about_ca_system_score_gemma":0.00000947749,"threshold_uncertainty_score":0.25456882},"labels":[],"label_agreement":null},{"id":"W1518520608","doi":"","title":"MODELING OF GROUNDWATER FLOW AND DRAWDOWN EVOLUTION SIMULATION OF ABIDJAN AQUIFER (CÔTE D'IVOIRE)","year":2013,"lang":"en","type":"article","venue":"RePEc: Research Papers in Economics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec en Abitibi-Témiscamingue","funders":"","keywords":"MODFLOW; Aquifer; Piezometer; Drawdown (hydrology); Hydrogeology; Groundwater flow; Hydrology (agriculture); Groundwater; Environmental science; Population; Geology; Geotechnical engineering","score_opus":0.013154726538412377,"score_gpt":0.2397109836544196,"score_spread":0.22655625711600721,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1518520608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99034977,0.00007361617,0.0041770632,0.000013903069,0.000073008574,0.00017466757,0.000004453003,0.000036195728,0.0050972956],"genre_scores_gemma":[0.9984442,0.00035835095,0.0010409667,0.0000015121122,0.000032745807,0.000016091502,0.000005940402,0.00002577734,0.000074412405],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99914545,0.000026457032,0.00032599198,0.00014965098,0.00009481972,0.00025762006],"domain_scores_gemma":[0.9995435,0.00010076267,0.000016641146,0.00021928473,0.000060575785,0.000059254224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037537387,0.000095633906,0.00018752295,0.00020849347,0.000026798623,0.00001767689,0.00009080723,0.00009226022,0.00003093476],"category_scores_gemma":[0.000051246432,0.00010041282,0.000036168673,0.00007668085,0.000056038258,0.00019153648,0.000043521457,0.00018438303,0.0000036415213],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000712929,0.0000130275575,0.000806072,0.000087805965,0.000016318581,2.4181838e-7,0.0001872057,0.962038,0.0022320435,0.000071638555,0.0000018985494,0.034538634],"study_design_scores_gemma":[0.0002060666,0.000029918905,0.004148604,0.000043673113,0.000001954313,8.303054e-7,0.000086690314,0.9947551,0.00022364157,0.00031064783,0.00009971341,0.00009316974],"about_ca_topic_score_codex":0.00009616813,"about_ca_topic_score_gemma":0.000031347805,"teacher_disagreement_score":0.034445465,"about_ca_system_score_codex":0.00015973633,"about_ca_system_score_gemma":0.000019618969,"threshold_uncertainty_score":0.4094716},"labels":[],"label_agreement":null},{"id":"W1526444925","doi":"","title":"A Comparative Review of Environmental Policies and Laws Involving Hazardous Private Dams: 'Appropriate' Practice Models for Safe Catchments","year":2011,"lang":"en","type":"review","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dam failure; Environmental planning; Business; Law; Engineering; Political science; Environmental science; Flood myth; Geography","score_opus":0.059939719132893254,"score_gpt":0.31462962577122855,"score_spread":0.2546899066383353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1526444925","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000016046309,0.978539,0.015914291,0.000007037841,0.0001453935,0.0023359149,0.0005001504,0.000104849954,0.0024517844],"genre_scores_gemma":[0.00003613771,0.9803949,0.018481884,0.000039087307,0.000052258813,0.00052692747,0.00019849693,0.00008703379,0.0001832686],"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984292,0.000046670375,0.00078713225,0.00030064068,0.00012629326,0.00031010914],"domain_scores_gemma":[0.99897206,0.0003105958,0.0002373358,0.00035548385,0.000028881646,0.00009564949],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00038091297,0.00049361034,0.0019202211,0.00009288268,0.000045959358,0.000018321029,0.00022521439,0.00017378351,0.000011770102],"category_scores_gemma":[0.000048022717,0.0004121894,0.0002830524,0.00008644078,0.000049362974,0.00022460612,0.00008470058,0.00019657883,0.0000061468686],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017924192,0.00014026396,2.729189e-7,0.605127,0.0017761447,0.0000013115604,0.0012532682,0.0014102735,0.00001031823,0.010039005,0.0022190202,0.3780052],"study_design_scores_gemma":[0.00020403505,0.000060283826,4.213692e-7,0.032048263,0.0009752536,0.000017175114,0.0000438025,0.0038903444,0.0000074467152,0.000111340334,0.9621847,0.00045688287],"about_ca_topic_score_codex":0.000017122822,"about_ca_topic_score_gemma":0.0000013522256,"teacher_disagreement_score":0.9599657,"about_ca_system_score_codex":0.00012457818,"about_ca_system_score_gemma":0.000033811662,"threshold_uncertainty_score":0.999833},"labels":[],"label_agreement":null},{"id":"W1544296671","doi":"10.52151/jae2003402.1036","title":"Use of Misbach's Non-Darcy Equation in the Design of Ditch Drainage systems","year":2003,"lang":"en","type":"article","venue":"Journal of Agricultural Engineering (India)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Ditch; Drainage; Darcy–Weisbach equation; Hydrology (agriculture); Environmental science; Geology; Geotechnical engineering; Porous medium; Porosity; Biology; Ecology","score_opus":0.021639151996597102,"score_gpt":0.185895199465926,"score_spread":0.1642560474693289,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1544296671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8608069,0.0009765709,0.13648279,0.000022622953,0.0010806418,0.0003343324,0.00000986873,0.00004536403,0.00024091404],"genre_scores_gemma":[0.9961284,0.0000979692,0.0036146843,0.000002252406,0.00010135956,0.000006252376,0.0000029744986,0.000022040613,0.000024070732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99845934,0.0000633342,0.0007533478,0.00008155128,0.00038564752,0.00025680088],"domain_scores_gemma":[0.99908054,0.00036234615,0.00019556558,0.00015996263,0.0001338996,0.000067690606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00076333416,0.00021350973,0.00042215502,0.00021810364,0.00001970192,0.000050953528,0.00024727805,0.00010824214,0.0000023883545],"category_scores_gemma":[0.00019629688,0.0001338488,0.00014510792,0.00052324065,0.000014553026,0.00045602518,0.000008379502,0.00037519677,0.0000012392097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000046911177,0.0000320686,0.00010208572,0.0002122695,0.00006723017,0.000014024361,0.0006523924,0.9501885,0.04773061,0.0007162601,0.00022367858,0.00005620132],"study_design_scores_gemma":[0.0027765809,0.00084879465,0.5209042,0.0027231104,0.00030116443,0.0012257304,0.002689348,0.41819647,0.046295803,0.000055929548,0.0025638274,0.0014190444],"about_ca_topic_score_codex":0.00000925371,"about_ca_topic_score_gemma":2.8579555e-7,"teacher_disagreement_score":0.531992,"about_ca_system_score_codex":0.00010230942,"about_ca_system_score_gemma":0.000020362226,"threshold_uncertainty_score":0.5458195},"labels":[],"label_agreement":null},{"id":"W1585498681","doi":"10.11606/issn.2316-9095.v18-128529","title":"Anisotropia e confinamento hidráulico do Sistema Aquífero Guarani em Ribeirão Preto (SP, Brasil)","year":2018,"lang":"pt","type":"article","venue":"Geologia USP Série Científica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Physics; Humanities; Art","score_opus":0.013502678214950863,"score_gpt":0.23254768745732535,"score_spread":0.2190450092423745,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1585498681","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89800924,0.0040645497,0.032907095,0.0010371765,0.011488661,0.0018886696,0.00047628203,0.0033237997,0.046804532],"genre_scores_gemma":[0.9874803,0.00020156274,0.0012711802,0.0003553681,0.0011031614,0.000093697825,0.00011942349,0.00021885711,0.009156474],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9937777,0.00018806476,0.0013412943,0.0015548301,0.00088274025,0.0022553632],"domain_scores_gemma":[0.9964094,0.00017178904,0.00027847942,0.0020642034,0.0003947683,0.0006813385],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0006844291,0.0012586643,0.0012475479,0.0004173601,0.00057512755,0.00042979544,0.0014339943,0.00094041595,0.004098196],"category_scores_gemma":[0.00033181356,0.0013093967,0.0005175892,0.0011712363,0.00047357913,0.00033445033,0.0005162864,0.00097251916,0.0055919997],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023155932,0.003945463,0.056586362,0.0077465666,0.006337442,0.0019869532,0.063031085,0.07539148,0.041328717,0.08380928,0.5863602,0.071160845],"study_design_scores_gemma":[0.008197242,0.004605628,0.25010693,0.0016745889,0.0011277328,0.00042817087,0.0053092036,0.112135544,0.0093693845,0.00088082335,0.59887886,0.0072859027],"about_ca_topic_score_codex":0.00006496756,"about_ca_topic_score_gemma":0.000117743584,"teacher_disagreement_score":0.19352056,"about_ca_system_score_codex":0.00045323395,"about_ca_system_score_gemma":0.00014192017,"threshold_uncertainty_score":0.9989356},"labels":[],"label_agreement":null},{"id":"W1669489802","doi":"10.1139/t2012-082","title":"Reply to the discussion by Wang and Dallo on “Hydraulic conductivity of saturated granular soils determined using a constriction-based technique” <sup>1</sup>Appears in the Canadian Geotechnical Journal, <b>49</b>(10): 1221–1222 [doi:10.1139/t2012-078].","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Geotechnical engineering; Void (composites); Void ratio; Mathematics; Geometry; Geology; Calculus (dental); Soil water; Materials science; Soil science","score_opus":0.014800109613287041,"score_gpt":0.22270127715852817,"score_spread":0.20790116754524113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1669489802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8753402,0.0033545617,0.07305371,0.039933678,0.0015560153,0.004221346,0.0007338994,0.00062870944,0.0011778655],"genre_scores_gemma":[0.9979403,0.00004621122,0.000555203,0.001040419,0.00025145576,0.000034942717,0.000017896564,0.00007622222,0.000037366684],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99662095,0.0003125881,0.0008555045,0.0003117172,0.0005642372,0.0013350218],"domain_scores_gemma":[0.9970115,0.00024665936,0.00015687344,0.00064301386,0.0001396366,0.0018023414],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0027363866,0.0004668028,0.0005329433,0.00089432794,0.0007518766,0.00026015748,0.00074584474,0.0005010155,0.00011393797],"category_scores_gemma":[0.00063891,0.0002969318,0.00020987165,0.0010145229,0.0002510999,0.00031694595,0.00003924516,0.0026169254,0.000018207073],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009159041,0.000114500144,0.00038142767,0.00005184326,0.00008945773,0.00034810757,0.0004142483,0.93783665,0.0051735635,0.000070564056,0.044158366,0.011269675],"study_design_scores_gemma":[0.0021707334,0.00070410554,0.0054782536,0.0012734787,0.0002541685,0.006338236,0.0006241694,0.4599013,0.0021099232,0.00018747535,0.51918006,0.0017780988],"about_ca_topic_score_codex":0.049709946,"about_ca_topic_score_gemma":0.015696948,"teacher_disagreement_score":0.47793534,"about_ca_system_score_codex":0.0014517037,"about_ca_system_score_gemma":0.00091213273,"threshold_uncertainty_score":0.99994826},"labels":[],"label_agreement":null},{"id":"W1738099312","doi":"10.1139/t11-014","title":"Analytical solutions for protective filters based on soil-retention and permeability criteria with respect to the phenomenon of soil boiling","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Permeability (electromagnetism); Soil water; Geotechnical engineering; Hydraulic head; Void ratio; Filter cake; Boiling; Environmental science; Soil science; Materials science; Engineering; Environmental engineering; Chemistry","score_opus":0.030683120206366873,"score_gpt":0.22372195617133453,"score_spread":0.19303883596496765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1738099312","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34003988,0.000064135245,0.6548919,0.002565061,0.00022964693,0.000853979,0.00019830102,0.00012705776,0.0010300322],"genre_scores_gemma":[0.99856216,0.0000021443273,0.0012087713,0.000074608215,0.000068401234,0.000050846684,0.0000021833032,0.000021425976,0.0000094632205],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991306,0.00003127817,0.00019418591,0.00014464768,0.000116922085,0.00038238373],"domain_scores_gemma":[0.9992561,0.00006317496,0.000024141273,0.00019952442,0.00008242684,0.00037465803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061588356,0.00012373825,0.00015917576,0.00018021822,0.00019479127,0.00002980408,0.0001383211,0.00007679857,0.000028771936],"category_scores_gemma":[0.0001317687,0.00009171146,0.00007030701,0.00016595531,0.0000725744,0.000050211445,0.000010507579,0.00034513904,0.0000012716812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002035619,0.000025997111,0.000050248374,0.00006379378,0.000065054744,0.000011757359,0.0003793144,0.99264884,0.0006641208,0.00052788353,0.0012151158,0.00414429],"study_design_scores_gemma":[0.00040183275,0.0006010764,0.010617765,0.0001185496,0.00004965068,0.0000361698,0.00012274102,0.98595774,0.0002492495,0.0003403643,0.0013071534,0.00019769686],"about_ca_topic_score_codex":0.0008847276,"about_ca_topic_score_gemma":0.0035741178,"teacher_disagreement_score":0.6585223,"about_ca_system_score_codex":0.00025880008,"about_ca_system_score_gemma":0.00012683669,"threshold_uncertainty_score":0.37398848},"labels":[],"label_agreement":null},{"id":"W1786647295","doi":"10.1139/cgj-2014-0006","title":"Analysis of the internal stability of granular soils using different methods","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Geotechnical engineering; Stability (learning theory); Geotextile; Reliability (semiconductor); Granular material; Mathematics; Soil science; Environmental science; Computer science; Engineering; Physics","score_opus":0.016380972729897657,"score_gpt":0.2513290460272099,"score_spread":0.23494807329731224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1786647295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56355226,0.00008514282,0.43590435,0.000043725406,0.0002387316,0.00003212644,0.000019101806,0.000017155093,0.00010740579],"genre_scores_gemma":[0.997575,0.000010803757,0.0023393428,0.00001819834,0.000039122704,6.091086e-7,8.8234543e-7,0.000013487383,0.0000025530942],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989232,0.00012701063,0.00043941147,0.00008738131,0.0001670051,0.00025600058],"domain_scores_gemma":[0.9991243,0.00010093006,0.000071333365,0.0003446021,0.00006443631,0.00029441493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081370847,0.000116965624,0.00037383204,0.00028900735,0.000050361803,0.000014461462,0.00036968166,0.00010186222,0.000067966845],"category_scores_gemma":[0.00019559954,0.00008423242,0.00035942247,0.00046740516,0.00007684498,0.000033545388,0.000027385691,0.00045608144,2.388453e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032926725,0.000010474464,0.0051055686,0.000033121134,0.00039384505,0.0000017095671,0.00006335657,0.967194,0.012860142,0.00015990135,0.000033473003,0.014141082],"study_design_scores_gemma":[0.0001077808,0.000016229687,0.06779062,0.000042396023,0.00037552818,0.000019082607,0.000013150083,0.9222813,0.008247521,0.00023017517,0.0007654781,0.00011069695],"about_ca_topic_score_codex":0.0025032302,"about_ca_topic_score_gemma":0.002154068,"teacher_disagreement_score":0.43402275,"about_ca_system_score_codex":0.00021845248,"about_ca_system_score_gemma":0.00006008546,"threshold_uncertainty_score":0.3784152},"labels":[],"label_agreement":null},{"id":"W180166081","doi":"10.1007/978-1-4020-5656-7_11","title":"REDUCING THE EARTHQUAKE INDUCED DAMAGE AND RISK IN MONUMENTAL STRUCTURES: EXPERIENCE AT ECOLE POLYTECHNIQUE DE MONTREAL FOR LARGE CONCRETE DAMS SUPPORTED BY HYDRO-QUEBEC AND ALCAN","year":2007,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Work (physics); Engineering; Cracking; Geology; Forensic engineering; Seismology; Geotechnical engineering; Mechanical engineering; Materials science","score_opus":0.007855702063589052,"score_gpt":0.225396074447961,"score_spread":0.21754037238437196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W180166081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9740671,0.00044308722,0.0032888073,0.000017264187,0.000114766764,0.0008742452,0.00059136475,0.00033528297,0.020268109],"genre_scores_gemma":[0.9800094,0.0005635455,0.000881291,0.00005170918,0.00006279179,0.00006215288,0.00015899909,0.00012316188,0.01808695],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986057,0.000012812855,0.00036953905,0.00037892445,0.0001387091,0.0004943112],"domain_scores_gemma":[0.9993071,0.00012552763,0.00006925312,0.0003238342,0.000013612483,0.00016065729],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029818513,0.00042665098,0.00037651407,0.00012883928,0.00012692236,0.000055031134,0.00015638758,0.00041755856,0.000069012785],"category_scores_gemma":[0.000015338203,0.00036700722,0.00006405551,0.000034884462,0.000062381434,0.00009533828,0.00009351624,0.0004946432,8.2279377e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002158922,0.00011755096,0.02040313,0.0036736159,0.0048854393,0.0012001799,0.11720561,0.029320428,0.3306316,0.09969646,0.048243225,0.34246382],"study_design_scores_gemma":[0.011992498,0.0009163891,0.064805865,0.0012441969,0.00061652367,0.0005239084,0.0037731086,0.5907092,0.11839865,0.0035151793,0.19508095,0.008423503],"about_ca_topic_score_codex":0.005033033,"about_ca_topic_score_gemma":0.01197423,"teacher_disagreement_score":0.5613888,"about_ca_system_score_codex":0.0002056485,"about_ca_system_score_gemma":0.000025438254,"threshold_uncertainty_score":0.99987817},"labels":[],"label_agreement":null},{"id":"W1803562945","doi":"10.1139/cgj-2012-0356","title":"Seasonal slope movements in an old clay fill embankment dam","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Levee; Geology; Water content; Serviceability (structure); Shrinkage; Landslide; Engineering","score_opus":0.00801209285088184,"score_gpt":0.19768091791433678,"score_spread":0.18966882506345495,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1803562945","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98892945,0.00032419793,0.0043343236,0.000937855,0.0009665622,0.00032558534,0.000050080398,0.00027573862,0.0038561868],"genre_scores_gemma":[0.9983306,0.000052770574,0.00058507494,0.00048434746,0.00019621165,0.00002105895,0.000013557351,0.000041935265,0.00027446236],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998605,0.00002252584,0.00032793515,0.00015494206,0.000212362,0.0006771978],"domain_scores_gemma":[0.9985132,0.000016030976,0.000020010782,0.00023569285,0.000044666685,0.0011704015],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022291938,0.00018475608,0.00018519748,0.0002523686,0.000073731346,0.00012683669,0.00034493435,0.00017174454,0.0009355498],"category_scores_gemma":[0.000026544172,0.00018584185,0.00006525019,0.00020040864,0.000022418102,0.0002811517,0.000019223196,0.000790589,0.00016486658],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042206457,0.0000477499,0.0027892939,0.000025757006,0.00005397161,0.00033511393,0.0001468654,0.90945625,0.0019972527,0.000267623,0.029608123,0.055267766],"study_design_scores_gemma":[0.0010526504,0.0001499696,0.19903745,0.00017483614,0.000009916441,0.00026523977,0.00009570088,0.7071388,0.00023823079,0.0009587565,0.09002782,0.00085064827],"about_ca_topic_score_codex":0.0038108109,"about_ca_topic_score_gemma":0.0037683924,"teacher_disagreement_score":0.20231748,"about_ca_system_score_codex":0.0006758899,"about_ca_system_score_gemma":0.00011734382,"threshold_uncertainty_score":0.9999777},"labels":[],"label_agreement":null},{"id":"W1819170614","doi":"","title":"Research into protection of rockfill dams from overtopping using rockfill downstream toes","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Downstream (manufacturing); Levee; Hydraulics; Geotechnical engineering; Dam failure; Engineering; Civil engineering; Environmental science; Flood myth","score_opus":0.040815432758016926,"score_gpt":0.22932869245818527,"score_spread":0.18851325970016836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1819170614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80484277,0.0028535551,0.18400839,0.000019075367,0.0025701972,0.00022844117,0.00004358525,0.00013760185,0.0052963933],"genre_scores_gemma":[0.99629843,0.000051385676,0.0032480597,0.0000027664676,0.00030264404,0.0000036890767,0.0000026390617,0.00007308873,0.000017308585],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983979,0.000024801193,0.00057989435,0.00014559508,0.00032064106,0.0005311897],"domain_scores_gemma":[0.9987722,0.00006974803,0.00008284999,0.00026882836,0.00027800564,0.00052836246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004406137,0.00022477399,0.00036723758,0.00094953104,0.00008596698,0.00003674978,0.0003467715,0.00017718117,0.00014930587],"category_scores_gemma":[0.00018355934,0.00023985168,0.00013225313,0.00053707696,0.000037747508,0.00035639803,0.000021174534,0.0007629652,0.0000047086946],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000108477825,0.000010455133,0.00041841442,0.0002356281,0.00018726403,0.00008856833,0.0027226808,0.94503736,0.048339892,0.00015029343,0.00020935657,0.0025892246],"study_design_scores_gemma":[0.001420195,0.00041109414,0.018893102,0.0039761565,0.00015694385,0.00038660583,0.0016270906,0.86308354,0.092861235,0.001517881,0.01417349,0.0014926823],"about_ca_topic_score_codex":0.014325236,"about_ca_topic_score_gemma":0.034289837,"teacher_disagreement_score":0.19145566,"about_ca_system_score_codex":0.0004522447,"about_ca_system_score_gemma":0.00026864588,"threshold_uncertainty_score":0.99223846},"labels":[],"label_agreement":null},{"id":"W1831547077","doi":"10.1139/t2012-047","title":"Reply to the discussion by Dallo and Wang on “A new theoretical method to evaluate the internal stability of granular soils” <sup>1</sup>Appears in the Canadian Geotechnical Journal, <b>49</b>(7): 866–868 [doi: 10.1139/t2012-036].","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Soil water; Geology; Geotechnical investigation; Soil science","score_opus":0.01337904237624966,"score_gpt":0.2504358357265427,"score_spread":0.23705679335029306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1831547077","genre_codex":"commentary","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33879313,0.0042719822,0.21726497,0.42848465,0.0022059507,0.004090894,0.00053244695,0.00035353142,0.004002466],"genre_scores_gemma":[0.9945667,0.00007638832,0.0010604466,0.0035634874,0.00054709514,0.000024578054,0.000006570083,0.00007742674,0.00007733456],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.995529,0.0007118732,0.0009634997,0.0003518492,0.0008930562,0.0015507464],"domain_scores_gemma":[0.9952071,0.00052251597,0.000077703524,0.00094355486,0.00011954848,0.0031296178],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.009306193,0.00046098712,0.000521645,0.00044055024,0.0006136212,0.00034560266,0.0016029718,0.00034399066,0.0004181062],"category_scores_gemma":[0.001295776,0.00022997685,0.00026952356,0.0006801686,0.0002648456,0.00020638265,0.00012467708,0.003351882,0.000064999265],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022812771,0.00011574162,0.0005374031,0.000048247282,0.0002001516,0.00018791872,0.0052201855,0.60719657,0.00067010795,0.0059538633,0.28150594,0.098135754],"study_design_scores_gemma":[0.0011332922,0.00054331083,0.010876358,0.0004918269,0.00019536326,0.0022417484,0.0013477749,0.09740867,0.00036679913,0.0031811262,0.88123924,0.00097450917],"about_ca_topic_score_codex":0.056752875,"about_ca_topic_score_gemma":0.03441971,"teacher_disagreement_score":0.6557736,"about_ca_system_score_codex":0.0011156293,"about_ca_system_score_gemma":0.00065346644,"threshold_uncertainty_score":0.99894744},"labels":[],"label_agreement":null},{"id":"W1841411194","doi":"10.1139/l11-020","title":"Risk analysis of dam based on artificial bee colony algorithm with fuzzy <i>c</i>-means clustering","year":2011,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Artificial bee colony algorithm; Cluster analysis; Fuzzy logic; Algorithm; Engineering; Computer science; Data mining; Artificial intelligence","score_opus":0.00824367864128343,"score_gpt":0.1683856890665451,"score_spread":0.1601420104252617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1841411194","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07171999,0.0003097152,0.9209299,0.000019012354,0.00088720047,0.0001338089,0.00021065293,0.00013454744,0.0056551485],"genre_scores_gemma":[0.990077,0.000017671593,0.009677621,0.00001504973,0.0001207857,0.0000035689382,0.000006106658,0.000073607705,0.000008581429],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985203,0.000018730245,0.000574849,0.00014674461,0.0002600833,0.00047928622],"domain_scores_gemma":[0.9988078,0.000083793275,0.00013796365,0.00025733822,0.00013196896,0.0005811651],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00037457878,0.00028710466,0.00057364017,0.0015822987,0.000053658467,0.000029395524,0.00029485323,0.00011415778,0.00011884986],"category_scores_gemma":[0.000062842315,0.00028125616,0.00024271545,0.0010943573,0.000037295133,0.00013699546,0.0000063894818,0.00047672362,0.0000028257236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015922373,0.0000121402245,0.0009654143,0.000044737328,0.000728461,0.00012857765,0.00044917632,0.9952251,0.00023808997,0.000042282223,0.00012072153,0.002029381],"study_design_scores_gemma":[0.00032664317,0.00021872479,0.013786177,0.00018100167,0.00066067785,0.000023093377,0.00005233583,0.98269004,0.0007398109,0.000011250872,0.00097200315,0.0003382231],"about_ca_topic_score_codex":0.0008046889,"about_ca_topic_score_gemma":0.047231253,"teacher_disagreement_score":0.918357,"about_ca_system_score_codex":0.00020069753,"about_ca_system_score_gemma":0.00017605058,"threshold_uncertainty_score":0.99996394},"labels":[],"label_agreement":null},{"id":"W1858840563","doi":"10.22067/jsw.v0i0.26959","title":"Investigating the Precision of Hydraulic Conductivity and Sorptive Number Estimation in Cased Boreholes by Reynolds Analysis: The Cased of Pakdasht Region","year":2014,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Borehole; Reynolds number; Permeameter; Hydraulic head; Geotechnical engineering; Geology; Fortran; Range (aeronautics); Mechanics; Soil science; Hydrology (agriculture); Materials science; Soil water; Physics; Turbulence; Computer science","score_opus":0.10713267185484794,"score_gpt":0.44756050452144225,"score_spread":0.3404278326665943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1858840563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98911554,0.0019632813,0.007879597,0.00009064398,0.00008680505,0.00026830158,0.000024141495,0.000026435966,0.0005452661],"genre_scores_gemma":[0.99886507,0.0006651481,0.00035941147,0.000024007886,0.000020564601,0.000018791845,0.000008206726,0.000026614036,0.000012158655],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99820375,0.00032633424,0.0007174657,0.000207962,0.00035700222,0.00018748172],"domain_scores_gemma":[0.9978718,0.001045305,0.000463828,0.0004204694,0.00012144501,0.00007716239],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017250351,0.00021258178,0.0006031131,0.0003168568,0.00009247119,0.00014741816,0.00067881786,0.0000951801,0.00006159724],"category_scores_gemma":[0.0006252544,0.00014595107,0.00011264708,0.0012169745,0.00017530953,0.0007251404,0.000153223,0.00033581702,5.4923686e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000612455,0.000103738435,0.2729554,0.00029431027,0.00071693584,0.0000055846185,0.0029489775,0.5717242,0.121390365,0.00011006976,0.003558057,0.026131164],"study_design_scores_gemma":[0.00052595855,0.000010359401,0.6679268,0.00048492244,0.00031788083,0.00001373246,0.00025884208,0.2708511,0.056555353,0.0025987455,0.0001750321,0.00028128715],"about_ca_topic_score_codex":0.0012971895,"about_ca_topic_score_gemma":0.00012125402,"teacher_disagreement_score":0.3949714,"about_ca_system_score_codex":0.000043874807,"about_ca_system_score_gemma":0.000023063307,"threshold_uncertainty_score":0.59517115},"labels":[],"label_agreement":null},{"id":"W1862856874","doi":"10.1139/cgj-2015-0120","title":"Application of advanced bounding surface plasticity model in static and seismic analyses of Zipingpu Dam","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Embankment dam; Geology; Breakage; Seismic loading; Earthquake shaking table; Plasticity; Computer simulation; Structural engineering; Engineering; Levee; Computer science","score_opus":0.023473745815748272,"score_gpt":0.26069407902887065,"score_spread":0.2372203332131224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1862856874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6121103,0.0001956265,0.38748354,0.000039187955,0.000033176846,0.00004690982,0.000016583837,0.000018960152,0.00005571377],"genre_scores_gemma":[0.995416,0.00005237531,0.0044909236,0.0000093147555,0.000010697852,0.0000013779597,0.0000021240614,0.000013536766,0.0000036790054],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928313,0.000011495896,0.00030975873,0.00007625393,0.0001163945,0.00020294433],"domain_scores_gemma":[0.99944586,0.00004099876,0.000046583555,0.000088110966,0.000051269282,0.00032717915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023155112,0.00008605304,0.00020716157,0.00018511894,0.000018805204,0.000010532911,0.000105382765,0.00007037647,0.0000010235497],"category_scores_gemma":[0.00009855233,0.00009039489,0.000025516867,0.00020536008,0.000037797854,0.000088265166,0.000009516783,0.0002603251,5.329319e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000044746907,0.0000038593275,0.00017222842,0.00003187945,0.000010218838,0.0000035413852,0.00007157043,0.9916345,0.0065503167,0.000068492336,0.00005327148,0.0013956579],"study_design_scores_gemma":[0.00025285548,0.00002062279,0.0013188393,0.000060579114,0.000011618677,0.000023513623,0.000054646585,0.996711,0.00069987314,0.000604275,0.0001563503,0.00008579873],"about_ca_topic_score_codex":0.0021266001,"about_ca_topic_score_gemma":0.0010849385,"teacher_disagreement_score":0.38330567,"about_ca_system_score_codex":0.00024688183,"about_ca_system_score_gemma":0.00017060326,"threshold_uncertainty_score":0.36861965},"labels":[],"label_agreement":null},{"id":"W1881398457","doi":"10.1139/t11-083","title":"A new theoretical method to evaluate the internal stability of granular soils","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Permeameter; Geotechnical engineering; Granular material; Particle (ecology); Geotextile; Filter cake; Internal erosion; Filtration (mathematics); Mechanics; Flow (mathematics); Materials science; Soil science; Geology; Hydraulic conductivity; Environmental science; Mathematics; Physics","score_opus":0.019488869052372192,"score_gpt":0.24290452893140344,"score_spread":0.22341565987903125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1881398457","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022275733,0.00015145728,0.9727909,0.0007426409,0.00038752018,0.0001455596,0.000017910499,0.00008496213,0.0034033114],"genre_scores_gemma":[0.97899175,0.000011934112,0.020661153,0.00016370676,0.00012580505,0.00000384682,4.954736e-7,0.000027439026,0.0000138597325],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987338,0.000093387294,0.0003780718,0.0001241228,0.00022835184,0.0004422326],"domain_scores_gemma":[0.99842215,0.00008697015,0.00001837512,0.00033757646,0.00007419917,0.0010607548],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0014891592,0.00015160089,0.0002246748,0.0001353737,0.00006280095,0.000027910402,0.0005538389,0.00011680136,0.0010132883],"category_scores_gemma":[0.00019775238,0.00010816477,0.00015281685,0.00021034769,0.00007727363,0.00005077207,0.000033294567,0.0007225745,0.000029712479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027734076,0.00008602634,0.0007428783,0.00013208797,0.0006292815,0.00047863592,0.0055658654,0.25399506,0.012653841,0.15690751,0.037222613,0.5313089],"study_design_scores_gemma":[0.003054103,0.0013244313,0.053982787,0.00066812086,0.00062093965,0.004166729,0.0006824524,0.55061644,0.08075663,0.19747831,0.10401786,0.0026312054],"about_ca_topic_score_codex":0.0039117835,"about_ca_topic_score_gemma":0.000980704,"teacher_disagreement_score":0.956716,"about_ca_system_score_codex":0.00018804237,"about_ca_system_score_gemma":0.0002465946,"threshold_uncertainty_score":0.9998999},"labels":[],"label_agreement":null},{"id":"W1895426847","doi":"10.1139/t2012-078","title":"Discussion of “Hydraulic conductivity of saturated granular soils determined using a constriction-based technique” <sup>1</sup> Appears in the Canadian Geotechnical Journal, <b>49</b>(5): 607–613 [doi:10.1139/t2012-016].","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydraulic conductivity; Geotechnical engineering; Soil water; Geology; Soil science","score_opus":0.017411458040858346,"score_gpt":0.22594839554538035,"score_spread":0.208536937504522,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1895426847","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88374907,0.0023174367,0.10512765,0.0034326045,0.0013106532,0.0022234297,0.00044200744,0.00042248098,0.0009746979],"genre_scores_gemma":[0.9979313,0.000053386706,0.0015109032,0.00012192306,0.00024775518,0.000020805446,0.000018215485,0.00008113678,0.000014569002],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9961183,0.0002984704,0.00124981,0.00025574985,0.0006284897,0.0014491937],"domain_scores_gemma":[0.99698526,0.00020221928,0.00027145696,0.0006046735,0.00023880217,0.0016976154],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0025669325,0.00048122753,0.0007530683,0.0015236451,0.00042932184,0.000125342,0.0008318225,0.0007771095,0.00015791802],"category_scores_gemma":[0.0005364459,0.00035211933,0.0003744432,0.0013541897,0.00035611333,0.0004414892,0.00003271155,0.0027708008,0.000012153795],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042586762,0.000104245206,0.0009970592,0.00010678959,0.00008525437,0.0002928204,0.00024466976,0.98111904,0.009028533,0.000102671154,0.0029968815,0.004879474],"study_design_scores_gemma":[0.002735975,0.0004085072,0.011668552,0.0016771455,0.00036419454,0.0077809393,0.00053423585,0.91694826,0.005619612,0.00051804027,0.049931176,0.001813365],"about_ca_topic_score_codex":0.059867237,"about_ca_topic_score_gemma":0.023911357,"teacher_disagreement_score":0.11418226,"about_ca_system_score_codex":0.0015772242,"about_ca_system_score_gemma":0.0017874443,"threshold_uncertainty_score":0.99989307},"labels":[],"label_agreement":null},{"id":"W1906327192","doi":"10.1139/cjce-2012-0303","title":"Breach outflow characteristics of non-cohesive embankment dams subject to blast","year":2013,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Core Research for Evolutional Science and Technology","keywords":"Levee; Outflow; Geotechnical engineering; Geology; Engineering; Embankment dam; Forensic engineering; Structural engineering","score_opus":0.0038781168455059487,"score_gpt":0.16761358118550562,"score_spread":0.16373546433999966,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1906327192","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8984006,0.0003931876,0.094925925,0.00015348695,0.0028724747,0.00032429997,0.00007738332,0.00009582745,0.0027568026],"genre_scores_gemma":[0.9981776,0.000021656751,0.001325999,0.00002573379,0.0002880418,0.000009170405,0.00000462307,0.000079683894,0.0000675134],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99853575,0.000007046266,0.0006123238,0.00011171399,0.00020367777,0.0005294728],"domain_scores_gemma":[0.9984958,0.000051397317,0.000077510216,0.0002448089,0.00020108114,0.0009293816],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00019865147,0.00026587074,0.00047816936,0.00059603254,0.000029846027,0.000058538546,0.00033373464,0.00010012762,0.00019957124],"category_scores_gemma":[0.00010603702,0.0002822235,0.00014128679,0.0003120889,0.000017019962,0.00019887117,0.000013236204,0.0003465997,0.000045125595],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004520873,0.000012304957,0.0016913533,0.0003194044,0.00023829848,0.00011091516,0.0014807173,0.9575396,0.024756419,0.00005756952,0.007077428,0.0067114653],"study_design_scores_gemma":[0.002098563,0.00095974974,0.4742292,0.002954787,0.0002525353,0.0007984372,0.00054641603,0.44422886,0.021667868,0.000056097015,0.04946022,0.0027472938],"about_ca_topic_score_codex":0.00055189943,"about_ca_topic_score_gemma":0.0030402665,"teacher_disagreement_score":0.51331073,"about_ca_system_score_codex":0.0002706293,"about_ca_system_score_gemma":0.00016916082,"threshold_uncertainty_score":0.999963},"labels":[],"label_agreement":null},{"id":"W1931223683","doi":"10.1139/cgj-2014-0495","title":"Reply to the discussion by Ni et al. on “Analysis of the internal stability of granular soils using different methods”","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Geotechnical engineering; Geology; Stability (learning theory); Mathematics; Soil science; Computer science","score_opus":0.025711047390244997,"score_gpt":0.2784389350302455,"score_spread":0.25272788764000054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1931223683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56978333,0.00025264974,0.41180572,0.016686663,0.0008655784,0.00021887312,0.00019112394,0.00004545208,0.00015064524],"genre_scores_gemma":[0.99797505,0.000012664595,0.00089928915,0.0010533446,0.00002352579,0.0000021903102,0.0000025023285,0.000017897539,0.000013545442],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986622,0.00021330637,0.0004323223,0.00012744134,0.00030176438,0.0002629764],"domain_scores_gemma":[0.9987901,0.000084019666,0.000072455536,0.00049304974,0.0000745956,0.00048578155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015092366,0.00014036518,0.0003194112,0.00019097464,0.000060604525,0.000025658033,0.00047411906,0.00006372351,0.000021446634],"category_scores_gemma":[0.00039106415,0.000066772496,0.0002493464,0.00047725957,0.000050008293,0.00003695816,0.000049455943,0.0006141631,6.854838e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017735683,0.000020453876,0.0006141817,0.0000080291065,0.00025815566,0.0000031227503,0.00027146365,0.9699882,0.005863283,0.000049012233,0.016349707,0.006556634],"study_design_scores_gemma":[0.0005212103,0.00019223154,0.02616751,0.00029650552,0.0007155695,0.000058713893,0.00033824204,0.82475686,0.01715264,0.0004269993,0.12889151,0.00048197727],"about_ca_topic_score_codex":0.0053506363,"about_ca_topic_score_gemma":0.0022128185,"teacher_disagreement_score":0.42819172,"about_ca_system_score_codex":0.00038565102,"about_ca_system_score_gemma":0.000104888866,"threshold_uncertainty_score":0.8088597},"labels":[],"label_agreement":null},{"id":"W1959165912","doi":"10.1139/cgj-2014-0344","title":"Influence of initial fines content on fabric of soils subjected to internal erosion","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Education, Culture, Sports, Science and Technology; U.S. Department of Agriculture","keywords":"Soil water; Geotechnical engineering; Internal erosion; Erosion; Geology; Pore water pressure; Materials science; Soil science","score_opus":0.026540064581310505,"score_gpt":0.2406629150245046,"score_spread":0.2141228504431941,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1959165912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928712,0.0000608951,0.0062356633,0.0001495642,0.0002653382,0.00006882979,0.000035538193,0.000048291266,0.00026465784],"genre_scores_gemma":[0.9995146,0.0000117610525,0.00025357303,0.000086085834,0.00009115296,0.000002329796,0.0000018956982,0.000018617739,0.00002002197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990141,0.000017770033,0.0003888353,0.00008337026,0.00021884008,0.00027710496],"domain_scores_gemma":[0.99878764,0.000036836627,0.00004356796,0.0001559456,0.00018971525,0.0007862876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022942187,0.00012084754,0.0002257093,0.00032717484,0.000020634428,0.000013921036,0.00025986283,0.00010430385,0.000011249964],"category_scores_gemma":[0.00034749016,0.00011264543,0.00006702307,0.00023042138,0.00003698715,0.00006368736,0.0000190304,0.00038591342,0.000013828606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033444245,0.00001028204,0.00026798545,0.00001600972,0.000019365807,0.00004597976,0.0000774916,0.9786745,0.016431862,0.00008992843,0.0017971144,0.0025360747],"study_design_scores_gemma":[0.006928746,0.005012153,0.5509834,0.0049692853,0.00016210179,0.0022124513,0.00043064487,0.17733411,0.21531573,0.0011959521,0.032879386,0.0025760254],"about_ca_topic_score_codex":0.0043528844,"about_ca_topic_score_gemma":0.0013290228,"teacher_disagreement_score":0.80134034,"about_ca_system_score_codex":0.00022618544,"about_ca_system_score_gemma":0.00018355285,"threshold_uncertainty_score":0.6580288},"labels":[],"label_agreement":null},{"id":"W1959662423","doi":"10.1139/cjce-2011-0570","title":"Modélisation probabiliste du débit de rupture par submersion d’un barrage en remblai","year":2014,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Submersion (mathematics); Geology; Environmental science; Mathematics","score_opus":0.0034400800370433158,"score_gpt":0.15125951391635262,"score_spread":0.1478194338793093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1959662423","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24177402,0.014458199,0.7208018,0.004102166,0.010793606,0.00032953307,0.000064507796,0.00021522997,0.007460951],"genre_scores_gemma":[0.99166816,0.00029276946,0.005445471,0.000059061993,0.0021536269,0.0000051598677,0.0000096331705,0.00015982731,0.00020627283],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99761313,0.00010315451,0.0007462658,0.00022486989,0.00028874923,0.0010238164],"domain_scores_gemma":[0.9975987,0.0001837246,0.00013956516,0.00035373986,0.00017929789,0.0015449763],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0014285995,0.0004688252,0.00055148744,0.00057386333,0.00013538479,0.00014299701,0.00046419026,0.00045058652,0.000411046],"category_scores_gemma":[0.0006338429,0.00055432494,0.00029141337,0.00035339265,0.000048742964,0.0005008985,0.000019707802,0.0011335701,0.000038573704],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057094203,0.000010023821,0.00072924263,0.00050907535,0.0001312296,0.00017013533,0.002502206,0.9843933,0.0017754888,0.0023290936,0.0028129052,0.004631617],"study_design_scores_gemma":[0.000766439,0.0001381604,0.009731682,0.0010964955,0.00017010252,0.0009780498,0.000096581425,0.78319526,0.0008892004,0.0004948297,0.20171206,0.00073114416],"about_ca_topic_score_codex":0.0014602506,"about_ca_topic_score_gemma":0.014650399,"teacher_disagreement_score":0.74989414,"about_ca_system_score_codex":0.001329114,"about_ca_system_score_gemma":0.0005380719,"threshold_uncertainty_score":0.99969083},"labels":[],"label_agreement":null},{"id":"W1968430717","doi":"10.1061/(asce)cf.1943-5509.0000008","title":"Seismic Safety Assessment of Gated Spillways","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Hoist (device); Structural engineering; Engineering; Spillway; Failure mode and effects analysis; Geotechnical engineering","score_opus":0.005508784859070188,"score_gpt":0.20319984949373995,"score_spread":0.19769106463466976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968430717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896443,0.00026992356,0.0043638535,0.000022136843,0.00037958423,0.00004807906,0.0000753837,0.000044844237,0.0051519307],"genre_scores_gemma":[0.9955751,0.00063725846,0.0036842828,0.0000044050976,0.00003965763,2.1754325e-7,0.0000044392405,0.000008240352,0.000046437748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985913,0.000013837176,0.0008521529,0.00005477873,0.00030057938,0.00018733558],"domain_scores_gemma":[0.9992889,0.000040100294,0.00020217821,0.00015094243,0.00025229555,0.0000655609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023873703,0.00015370079,0.00046090642,0.00022865404,0.00002509893,0.000007650723,0.00017457201,0.00007692152,0.00008385702],"category_scores_gemma":[0.00002083322,0.00013644925,0.00012167348,0.00017992673,0.000101486,0.0002678857,0.000008794932,0.00028070135,8.466837e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012329889,0.000045779267,0.009550489,0.0007282372,0.00022941346,0.000005867221,0.00059881236,0.92582697,0.027495591,0.0010460542,0.00027301867,0.034076486],"study_design_scores_gemma":[0.0033431684,0.0018027426,0.27352005,0.0012158433,0.00012431378,0.00051424734,0.0015171616,0.6318553,0.074478745,0.00023585881,0.010697404,0.00069514866],"about_ca_topic_score_codex":0.0000018383892,"about_ca_topic_score_gemma":2.2086493e-7,"teacher_disagreement_score":0.29397163,"about_ca_system_score_codex":0.00006677255,"about_ca_system_score_gemma":0.00009684466,"threshold_uncertainty_score":0.5564239},"labels":[],"label_agreement":null},{"id":"W1969472686","doi":"10.1680/dare.2011.21.1.31","title":"Development of a life safety model to estimate the risk posed to people by dam failures and floods","year":2011,"lang":"en","type":"article","venue":"Dams and Reservoirs","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Hydro (Canada)","funders":"","keywords":"Flood myth; Hazard; Dam failure; Risk analysis (engineering); Event (particle physics); Dam break; Population; Engineering; Civil engineering; Geography; Business","score_opus":0.011991500672520392,"score_gpt":0.23017454483637068,"score_spread":0.2181830441638503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1969472686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9462195,0.00030839097,0.05197021,0.00021473934,0.00006316493,0.00018476932,0.00007016983,0.00009374836,0.0008752964],"genre_scores_gemma":[0.94448316,0.000087280154,0.05524458,0.000026675727,0.000011843521,0.000019476993,0.00000811969,0.000024797293,0.00009407189],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993108,0.000009623391,0.00021310264,0.00014662006,0.00011115405,0.00020871614],"domain_scores_gemma":[0.99954087,0.000024301491,0.000016602835,0.00020388002,0.000019644478,0.00019469504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021768284,0.0001383145,0.00017982017,0.000046389923,0.000103010905,0.000018719835,0.00014335517,0.000048831647,0.00000791584],"category_scores_gemma":[0.0000404392,0.000096344105,0.000020044505,0.00012221312,0.000016279733,0.000046496498,0.00010697311,0.00010034709,0.000004658652],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001738408,0.000061681974,0.0027352679,0.00034794697,0.00024992073,0.0000019068738,0.049808953,0.91670823,0.0076431707,0.0007328075,0.008523525,0.013012771],"study_design_scores_gemma":[0.00093923014,0.000116942,0.08899486,0.00013991806,0.000051798208,0.000003977364,0.0012285555,0.86550283,0.004664159,0.00021976755,0.03742021,0.0007177465],"about_ca_topic_score_codex":0.00017592404,"about_ca_topic_score_gemma":0.00039424733,"teacher_disagreement_score":0.086259596,"about_ca_system_score_codex":0.000011719069,"about_ca_system_score_gemma":0.000016098975,"threshold_uncertainty_score":0.39287987},"labels":[],"label_agreement":null},{"id":"W1972333006","doi":"10.1061/(asce)0733-9399(2007)133:3(267)","title":"Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams","year":2007,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":181,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Displacement (psychology); Extrapolation; Hydrostatic equilibrium; Arch dam; Mechanics; Transient (computer programming); Time domain; Heat transfer; Nonlinear system; Thermal; Frequency domain; Transient response; Physics; Thermodynamics; Mathematics; Mathematical analysis; Finite element method; Engineering; Computer science","score_opus":0.00671034580967121,"score_gpt":0.21445740457857168,"score_spread":0.20774705876890048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972333006","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032032784,0.000527182,0.9656831,0.00002106095,0.0012403557,0.00016197433,0.000028472068,0.00018628995,0.00011875447],"genre_scores_gemma":[0.9035942,0.00013905232,0.09531943,0.000042689724,0.00045379758,0.000007093259,0.000012780152,0.00015349689,0.00027747604],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985632,0.0000037915215,0.00062111235,0.00010608475,0.00027408564,0.00043177724],"domain_scores_gemma":[0.999241,0.00014035274,0.00008576504,0.00018185975,0.00013966997,0.0002113421],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00097137043,0.0002540012,0.00036447635,0.00022654168,0.000033214586,0.000035047815,0.00021826052,0.00013947852,0.000008573001],"category_scores_gemma":[0.00010807642,0.00024823842,0.00018154146,0.00016103548,0.000003999558,0.0001627788,0.000017718447,0.00035281162,0.0000062282165],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027247006,0.000004337882,3.2598194e-7,0.00010947379,0.000098568686,0.000012148522,0.00010267639,0.8423167,0.15411533,0.001511356,0.0014203901,0.00028143992],"study_design_scores_gemma":[0.0006902784,0.00011543649,0.0000034930001,0.000103277256,0.000052006686,0.000062838546,0.000013159105,0.97316074,0.02138821,0.00016759126,0.003977807,0.00026515216],"about_ca_topic_score_codex":1.6776988e-7,"about_ca_topic_score_gemma":2.226789e-7,"teacher_disagreement_score":0.8715614,"about_ca_system_score_codex":0.00016173479,"about_ca_system_score_gemma":0.000029356228,"threshold_uncertainty_score":0.99999696},"labels":[],"label_agreement":null},{"id":"W1973938279","doi":"10.3166/ejece.15.335-356","title":"Condition evaluation of water retaining structures by a functional approach. Comparative practices in Canada and France","year":2011,"lang":"en","type":"article","venue":"European Journal of Environmental and Civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University; Hydro-Québec","funders":"","keywords":"Fluvial; Levee; Civil engineering; Environmental resource management; Dam failure; Engineering; Computer science; Water resource management; Environmental science; Geography; Geotechnical engineering; Geology; Flood myth","score_opus":0.02275690696663825,"score_gpt":0.17610587090510565,"score_spread":0.15334896393846742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973938279","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956937,0.0012279399,0.0020532599,0.0000017978634,0.000084266445,0.000037266676,0.000009400913,0.0000054234274,0.0008869321],"genre_scores_gemma":[0.9994748,0.000083102386,0.00039313885,0.0000029355635,0.000022451417,8.4899807e-7,0.0000066920006,0.000012603772,0.0000034185582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993849,0.000041186657,0.00023307193,0.00006703807,0.00018027888,0.00009354786],"domain_scores_gemma":[0.9998122,0.00001632307,0.00007889301,0.000038869995,0.0000066942066,0.000047054295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037059994,0.00009636714,0.00013358955,0.000048981437,0.000014311237,0.000005406436,0.000038349783,0.000010847505,0.000051026607],"category_scores_gemma":[0.0000068280797,0.00008061961,0.000013597765,0.000019997433,0.000018397277,0.00015856996,0.0000132646555,0.00014881663,3.087404e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003370154,0.000033711665,0.011065487,0.00011496751,0.00013430281,0.000020211766,0.0037527832,0.86409485,0.11689206,0.00001840626,0.000100857054,0.0037386538],"study_design_scores_gemma":[0.0011067363,0.000085995525,0.8236535,0.000073557916,0.000060877872,0.00012239775,0.0009538063,0.16480647,0.008520839,0.000016109125,0.00036737812,0.00023234867],"about_ca_topic_score_codex":0.00051269564,"about_ca_topic_score_gemma":0.00041673047,"teacher_disagreement_score":0.812588,"about_ca_system_score_codex":0.00006480005,"about_ca_system_score_gemma":0.0000082416755,"threshold_uncertainty_score":0.32875723},"labels":[],"label_agreement":null},{"id":"W1974141961","doi":"10.1007/s11069-013-0897-2","title":"Evaluation of the overflow failure scenario and hydrograph of an embankment dam with a concrete upstream slope protection","year":2013,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Hydrograph; Dam failure; Embankment dam; Levee; Geotechnical engineering; Slope failure; Natural hazard; Flood myth; Upstream (networking); Current (fluid); Geology; Environmental science; Hydrology (agriculture); Engineering; Slope stability; Geography","score_opus":0.00593600552125992,"score_gpt":0.19599456332104756,"score_spread":0.19005855779978764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974141961","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998484,0.00029509098,0.00011975979,0.00004179144,0.00012312068,0.0005208505,0.000006352404,0.00006433943,0.00034470833],"genre_scores_gemma":[0.9991665,0.0000069344114,0.0007201788,0.000003393363,0.000023998238,0.000043008426,0.0000048330658,0.000014536136,0.00001660263],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992038,0.000038480583,0.00013316513,0.00010088632,0.00041332506,0.00011033654],"domain_scores_gemma":[0.9995443,0.00000794199,0.00003792402,0.00019742809,0.00018072249,0.000031648367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002645504,0.00010919372,0.00012553361,0.000047681893,0.000028287897,0.000014235836,0.000078072495,0.00006454835,0.0000175524],"category_scores_gemma":[0.000020226578,0.00006866825,0.00003424566,0.00017199012,0.00004189221,0.00015624253,0.000014221517,0.00016740849,7.898229e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006908665,0.000026293625,0.0013817875,0.0004440572,0.00048577972,7.281809e-7,0.0015969933,0.33251616,0.21872422,0.00017811087,0.00036368595,0.4442131],"study_design_scores_gemma":[0.000836829,0.00016953339,0.0458514,0.00013715461,0.0001046387,0.000012325029,0.00008361609,0.9077444,0.044618815,0.00008646997,0.00019470567,0.00016013192],"about_ca_topic_score_codex":0.00012340417,"about_ca_topic_score_gemma":0.000048120346,"teacher_disagreement_score":0.5752282,"about_ca_system_score_codex":0.000058382546,"about_ca_system_score_gemma":0.00003163788,"threshold_uncertainty_score":0.28002098},"labels":[],"label_agreement":null},{"id":"W1974247865","doi":"10.1061/(asce)st.1943-541x.0000579","title":"Three-Dimensional Hydromechanical Sectional Analysis of Cracked Nonprismatic Concrete Spillway Piers","year":2012,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Structural engineering; Torsion (gastropod); Spillway; Shear (geology); Geotechnical engineering; Shear stress; Cracking; Geology; Engineering; Mathematics; Mechanics; Materials science; Physics; Composite material","score_opus":0.0069919068256547225,"score_gpt":0.20175439663830752,"score_spread":0.1947624898126528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974247865","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9483506,0.0007476458,0.049139615,0.000010297875,0.001574436,0.000047355727,0.000016716334,0.00008013449,0.000033171644],"genre_scores_gemma":[0.98738325,0.000009831673,0.012226062,0.0000058152855,0.00032215344,0.0000011935284,0.000008251631,0.0000378263,0.000005617366],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982848,0.000009232466,0.00078477286,0.00008871137,0.00045657443,0.00037586942],"domain_scores_gemma":[0.9991748,0.00013877766,0.00016242947,0.00016504149,0.00010683902,0.000252132],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036413682,0.00024358735,0.00062745705,0.00060005067,0.000030075758,0.000014910496,0.00019218381,0.00012501715,0.00013425479],"category_scores_gemma":[0.00008009899,0.00021351663,0.0004072424,0.0006898145,0.000022995733,0.0003345802,0.00002916441,0.00044137953,0.0000030991937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013342984,0.0000024992567,0.001960393,0.00007619656,0.0015213765,0.000006270957,0.00009219842,0.962054,0.03352301,0.00036367547,0.00004817056,0.0003388648],"study_design_scores_gemma":[0.00033836986,0.000044418535,0.095344774,0.000051230993,0.0004858168,0.0001729985,0.000011706738,0.9002192,0.0029730774,0.00002599064,0.000092750764,0.00023967646],"about_ca_topic_score_codex":0.000005124688,"about_ca_topic_score_gemma":8.021062e-7,"teacher_disagreement_score":0.093384385,"about_ca_system_score_codex":0.00013528088,"about_ca_system_score_gemma":0.000018363586,"threshold_uncertainty_score":0.87069553},"labels":[],"label_agreement":null},{"id":"W1976782873","doi":"10.1139/t06-011","title":"Three-dimensional analysis of water infiltration into the Gouhou rockfill dam using saturatedunsaturated seepage theory","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Geotechnical engineering; Geology; Infiltration (HVAC); Permeability (electromagnetism); Abutment; Soil water; Soil science; Engineering; Materials science","score_opus":0.00597333032020263,"score_gpt":0.18954892726942799,"score_spread":0.18357559694922534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976782873","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9109793,0.00059181073,0.0871113,0.0003067515,0.00042345157,0.00012464372,0.000041971325,0.00015131122,0.00026949434],"genre_scores_gemma":[0.9989772,0.000008508352,0.00066227495,0.00006754728,0.00015919775,0.0000018962635,0.00007040221,0.000029340292,0.000023633362],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987011,0.000046425805,0.0004640734,0.00013305887,0.00023188346,0.00042346545],"domain_scores_gemma":[0.99926805,0.00006698524,0.000048089427,0.0002586947,0.00012386705,0.00023431823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053179805,0.00019031434,0.00027359676,0.00050469197,0.00022380131,0.00007113957,0.00025286034,0.00020062493,0.00013644561],"category_scores_gemma":[0.000031210842,0.00012398306,0.00019604554,0.0007799531,0.00007395731,0.00013253333,0.000017236178,0.0006467971,0.000007470955],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000070945653,0.000004993713,0.00007922659,0.00000511654,0.0002791042,0.00002766174,0.00004862229,0.9777129,0.020096013,0.0003124074,0.0005521261,0.0008747087],"study_design_scores_gemma":[0.00015725168,0.00001710324,0.0105775455,0.000028741895,0.00041169664,0.0000939795,0.000020914578,0.98155624,0.002642518,0.0013701604,0.0028747958,0.0002490638],"about_ca_topic_score_codex":0.0118157165,"about_ca_topic_score_gemma":0.023384567,"teacher_disagreement_score":0.087997936,"about_ca_system_score_codex":0.0003150117,"about_ca_system_score_gemma":0.0001191732,"threshold_uncertainty_score":0.9947647},"labels":[],"label_agreement":null},{"id":"W1978871379","doi":"10.1680/geolett.14.00051","title":"On the distinct phenomena of suffusion and suffosion","year":2014,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia","keywords":"Instability; Hydraulic conductivity; Mechanics; Conductivity; Geotechnical engineering; Geology; Soil water; Chemistry; Soil science; Physics","score_opus":0.0033501512563373697,"score_gpt":0.15565022009632629,"score_spread":0.15230006883998892,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1978871379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.79637355,0.000018469784,0.19906443,0.0016624298,0.0000951448,0.00012421503,0.0000033588353,0.0003646003,0.0022937688],"genre_scores_gemma":[0.9989126,0.00001577151,0.00062314636,0.0003641143,0.000041473533,0.000012739986,0.0000023220346,0.000018800598,0.0000090811545],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959916,0.000018483204,0.00010217293,0.000083165076,0.000080983074,0.00011602188],"domain_scores_gemma":[0.99963474,0.00011689673,0.000014588809,0.00020410855,0.0000048752786,0.000024775625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019785481,0.00009268374,0.000094846095,0.000044327997,0.000031094653,0.0000073100787,0.000089327994,0.000039778148,0.000008916693],"category_scores_gemma":[0.000026331954,0.00006611499,0.000024452132,0.0000707004,0.00003387955,0.000020449608,0.00002202943,0.00014124488,0.0000037316813],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024976944,0.000031757845,0.00033014215,0.00029355858,0.000031267813,0.0000036932163,0.00045045456,0.024306463,0.8767273,0.028536335,0.02105503,0.04820904],"study_design_scores_gemma":[0.0014313053,0.00063135644,0.048341814,0.0011134668,0.000076919605,0.00003693982,0.00005665577,0.39152712,0.43084314,0.008130568,0.1158698,0.001940926],"about_ca_topic_score_codex":0.0000076293695,"about_ca_topic_score_gemma":8.861636e-7,"teacher_disagreement_score":0.44588414,"about_ca_system_score_codex":0.000015724367,"about_ca_system_score_gemma":7.647664e-7,"threshold_uncertainty_score":0.2696091},"labels":[],"label_agreement":null},{"id":"W1979593946","doi":"10.1080/00221680209499907","title":"Numerical simulation for the coupled problem of temperature and seepage fields in cold region dams","year":2002,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Field (mathematics); Finite element method; Heat transfer; Geology; Phase change; Phase (matter); Geotechnical engineering; Partial differential equation; Mechanics; Mathematics; Physics; Thermodynamics; Mathematical analysis","score_opus":0.04788205885591502,"score_gpt":0.31587624079740007,"score_spread":0.26799418194148505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979593946","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96582043,0.00538455,0.0233311,0.0032215035,0.00020738126,0.00078857556,0.000002500364,0.000031280717,0.001212691],"genre_scores_gemma":[0.9988591,0.0005483552,0.0003212259,0.00000961437,0.00009805869,0.0000071081163,2.9447753e-7,0.000012254027,0.00014395878],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991989,0.00003203017,0.00027742836,0.000055350123,0.00026807515,0.00016818946],"domain_scores_gemma":[0.99902785,0.0006701761,0.000034040335,0.00010036546,0.00012014345,0.000047400685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078206375,0.000060208444,0.00015264601,0.000137479,0.00003861915,0.000024380506,0.000121443314,0.00007972908,0.000007297445],"category_scores_gemma":[0.00012543245,0.00004082665,0.000044546003,0.00025681837,0.000026377838,0.00008957894,0.000011720493,0.00048650271,6.092516e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000044838536,0.00002436138,0.0001853042,0.00011532432,0.000024819725,0.000012860946,0.00047678905,0.9916555,0.0023119028,0.0000569213,0.0022648007,0.0028265486],"study_design_scores_gemma":[0.0007395411,0.00016115131,0.0014877431,0.00008225337,0.0000045895945,0.000019673935,0.00005211984,0.9916554,0.00052876293,0.000090762944,0.0051309844,0.000047004305],"about_ca_topic_score_codex":0.000007722123,"about_ca_topic_score_gemma":0.000003160896,"teacher_disagreement_score":0.033038713,"about_ca_system_score_codex":0.00003708589,"about_ca_system_score_gemma":0.0000092360015,"threshold_uncertainty_score":0.21136393},"labels":[],"label_agreement":null},{"id":"W1979602846","doi":"10.1139/t08-046","title":"Comparison of two criteria for internal stability of granular soil","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":204,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Hydro (Canada)","funders":"","keywords":"Geotechnical engineering; Instability; Internal erosion; Soil water; Granular material; Geology; Stability (learning theory); Flow (mathematics); Mathematics; Soil science; Environmental science; Mechanics; Computer science; Geometry; Physics","score_opus":0.03181229914135117,"score_gpt":0.2781751627682717,"score_spread":0.24636286362692053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979602846","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8059093,0.00041019247,0.19246136,0.00009579613,0.00051246665,0.0001124418,0.00012138693,0.00005951432,0.00031754884],"genre_scores_gemma":[0.997723,0.000026060385,0.002107107,0.000012695487,0.00009582022,0.0000032673668,0.0000044273447,0.000020913936,0.000006712832],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99897105,0.000016721993,0.00050471525,0.000083145125,0.00013090935,0.00029345005],"domain_scores_gemma":[0.9992326,0.000055097364,0.00005243205,0.00018037339,0.000108652865,0.00037083455],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029208607,0.000112316586,0.00033286345,0.0001470854,0.000057323927,0.0000076113192,0.00024163342,0.00009203107,0.00007355302],"category_scores_gemma":[0.000093989445,0.00011445472,0.00015567736,0.00010286759,0.0000900028,0.000057360263,0.000010467464,0.00034499078,0.0000014297743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000115101975,0.00016472333,0.018868838,0.00057536125,0.0002448763,0.000109314875,0.0011348902,0.8702544,0.06562967,0.0008464422,0.025558604,0.0164978],"study_design_scores_gemma":[0.0023305442,0.0004643372,0.026677731,0.0002718359,0.000083235915,0.00079057616,0.00012511069,0.8446733,0.095000684,0.0013581688,0.027541874,0.0006826125],"about_ca_topic_score_codex":0.0017050569,"about_ca_topic_score_gemma":0.001383211,"teacher_disagreement_score":0.19181369,"about_ca_system_score_codex":0.00014756591,"about_ca_system_score_gemma":0.00013766768,"threshold_uncertainty_score":0.4667328},"labels":[],"label_agreement":null},{"id":"W1980528154","doi":"10.1002/eqe.542","title":"Seismic behaviour of cracked concrete gravity dams","year":2005,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Gravity dam; Structural engineering; Displacement (psychology); Geology; Geotechnical engineering; Residual; Finite element method; Engineering; Computer science","score_opus":0.0035710498246742826,"score_gpt":0.1944445627516707,"score_spread":0.19087351292699642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980528154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9754155,0.00021013178,0.021872023,0.000039730097,0.00094020035,0.00016264296,0.0001726328,0.00096317654,0.0002239257],"genre_scores_gemma":[0.99258,0.000033988046,0.006760487,0.000009799902,0.00021416871,0.000008941533,0.00013398194,0.00010980627,0.00014882637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983855,0.000012444503,0.0005158743,0.00026181305,0.0002780652,0.00054628676],"domain_scores_gemma":[0.99920523,0.000059553367,0.000054865177,0.00045019086,0.000060277693,0.0001698892],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001272382,0.00041920124,0.0004528992,0.00017089966,0.000048965077,0.00003560378,0.0003063784,0.00018541013,0.000039509097],"category_scores_gemma":[0.00003623082,0.00045002816,0.00017747506,0.0002997515,0.000047753092,0.00024185446,0.00004882259,0.0004876724,0.000027232096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000063685206,0.0000021072744,0.0015886059,0.000119480486,0.00006799852,0.000005748971,0.00015921764,0.92645967,0.00095344573,0.0010410115,0.00006691886,0.0695294],"study_design_scores_gemma":[0.00028472565,0.000023973924,0.33870587,0.000035017234,0.000024621073,0.000032884287,0.000012281049,0.6593623,0.00049281033,0.000021093676,0.00063986407,0.00036451133],"about_ca_topic_score_codex":0.000029438555,"about_ca_topic_score_gemma":0.000025390169,"teacher_disagreement_score":0.33711725,"about_ca_system_score_codex":0.00016117768,"about_ca_system_score_gemma":0.000016647393,"threshold_uncertainty_score":0.99979514},"labels":[],"label_agreement":null},{"id":"W1983186457","doi":"10.1142/s179343111100111x","title":"THE PERFORMANCE OF DAMS DURING THE WENCHUAN 5-12 EARTHQUAKE AND LESSONS LEARNED FROM THE EVENT","year":2011,"lang":"en","type":"article","venue":"Journal of Earthquake and Tsunami","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; McMaster University","keywords":"Hydropower; Mitigation of seismic motion; Urban seismic risk; Seismology; Geology; Earthquake scenario; Landslide; Event (particle physics); Forensic engineering; Engineering; Seismic hazard","score_opus":0.021029443530912188,"score_gpt":0.2175533809310361,"score_spread":0.19652393740012392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1983186457","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954342,0.0030858992,0.00012503585,0.00044665163,0.0002773018,0.000060786973,0.000008047502,0.000016888458,0.00054516556],"genre_scores_gemma":[0.9936596,0.005934122,0.00007952675,0.00001799719,0.00013925758,0.0000016937283,4.7334544e-7,0.000017095816,0.00015018976],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9991198,0.00004562383,0.00035669946,0.000080310725,0.00019345617,0.00020406827],"domain_scores_gemma":[0.9993107,0.00021906309,0.00011855424,0.00023882482,0.000041991985,0.00007089725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005675889,0.00013587878,0.00019044704,0.0000304272,0.00024027243,0.00004467169,0.00022187701,0.000049877406,0.000017765353],"category_scores_gemma":[0.00003614911,0.00006644605,0.000082620456,0.0000762176,0.00011214313,0.00013059912,0.000043669257,0.00038738697,0.0000027113738],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006537521,0.000174892,0.14054748,0.00037274524,0.0017786792,0.00008059638,0.028961658,0.05494282,0.010048809,0.0029416913,0.0010272431,0.75846964],"study_design_scores_gemma":[0.0004473383,0.00011428943,0.9816578,0.00011914511,0.000046660683,0.00007158605,0.0005021146,0.006783116,0.0009344781,0.00019838016,0.009012145,0.000112958696],"about_ca_topic_score_codex":0.000029184217,"about_ca_topic_score_gemma":0.00008791222,"teacher_disagreement_score":0.8411103,"about_ca_system_score_codex":0.000007706663,"about_ca_system_score_gemma":0.000015112545,"threshold_uncertainty_score":0.27095914},"labels":[],"label_agreement":null},{"id":"W1985975589","doi":"10.1139/t06-059","title":"Dynamic characteristics evaluation of Masjed Soleiman Dam using in situ dynamic tests","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"International Institute of Earthquake Engineering and Seismology","keywords":"Vibration; Structural engineering; Geotechnical engineering; Foundation (evidence); Modal; Embankment dam; Levee; Rigidity (electromagnetism); Modal analysis; Normal mode; Explosive material; Dynamic testing; Geology; Engineering; Finite element method; Materials science","score_opus":0.010753374964193277,"score_gpt":0.23557470104556244,"score_spread":0.22482132608136918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1985975589","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9802108,0.00028337404,0.018412897,0.000072672825,0.0003555303,0.00013347136,0.00003516031,0.00006668555,0.00042943473],"genre_scores_gemma":[0.9987513,0.000023323206,0.00108901,0.000010412849,0.00004934446,0.0000028414133,0.000026201116,0.00003622478,0.000011362178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986866,0.00003515174,0.00047559824,0.00011344653,0.00028203023,0.00040713284],"domain_scores_gemma":[0.9994107,0.000024813988,0.00005948753,0.00018264882,0.0001006059,0.00022173859],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006594568,0.00015037366,0.00022890275,0.0004299702,0.000049151742,0.00003297138,0.00017848113,0.00016726233,0.000027486161],"category_scores_gemma":[0.00007905861,0.00017018645,0.00006543175,0.0002726054,0.000032726464,0.00009386215,0.0000105407025,0.00051394413,0.0000054786738],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002432889,0.000014061787,0.00039934562,0.000025531876,0.000013430554,0.00005979654,0.000015239603,0.96024466,0.022633612,0.000037605892,0.00006552715,0.016488746],"study_design_scores_gemma":[0.00029340963,0.000012196438,0.14474857,0.0001019952,0.000031352083,0.00014253767,0.000007396564,0.8537952,0.000054452496,0.0003657738,0.0002850644,0.00016206215],"about_ca_topic_score_codex":0.0019604773,"about_ca_topic_score_gemma":0.021111941,"teacher_disagreement_score":0.14434923,"about_ca_system_score_codex":0.0013655146,"about_ca_system_score_gemma":0.00029996873,"threshold_uncertainty_score":0.99675024},"labels":[],"label_agreement":null},{"id":"W1988588900","doi":"10.1680/dare.2009.19.3.133","title":"Report on the European working group on internal erosion, St. Petersburg","year":2009,"lang":"en","type":"article","venue":"Dams and Reservoirs","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Czech; St petersburg; Engineering; Work (physics); Library science; Relevance (law); Working group; Civil engineering; Forensic engineering; Russian federation; Geography; Political science; Mechanical engineering; Regional science; Law","score_opus":0.012548784030720593,"score_gpt":0.2104603177966021,"score_spread":0.1979115337658815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988588900","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8546898,0.00022650199,0.002276211,0.0014631221,0.00084731256,0.00013139857,0.000006592757,0.00045320604,0.1399059],"genre_scores_gemma":[0.99896735,0.000085583,0.00008329552,0.00012839843,0.00022909242,0.0000017238364,0.000010933037,0.000023475153,0.00047014744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99931467,0.000029878567,0.00015962624,0.0001583356,0.00014592399,0.00019155758],"domain_scores_gemma":[0.9995491,0.000057422352,0.00001935363,0.00029716146,0.0000075900202,0.00006937301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038529484,0.00013204824,0.00009719699,0.00004472341,0.000090521746,0.00006472489,0.00015629505,0.00003083611,0.000013849508],"category_scores_gemma":[0.00003726669,0.00008445095,0.000044709832,0.00007730968,0.000017203025,0.000034294997,0.000026498788,0.00027109095,0.000016612545],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034564553,0.00041974708,0.008155716,0.0002133383,0.00034073467,0.0054121027,0.0032269931,0.43394056,0.02050794,0.030752385,0.27013114,0.22655372],"study_design_scores_gemma":[0.0012187739,0.0008444342,0.43560004,0.0015435462,0.00003546944,0.00031663748,0.00037275493,0.037096307,0.001237338,0.001525205,0.51904124,0.001168211],"about_ca_topic_score_codex":0.0000067272676,"about_ca_topic_score_gemma":0.0000029101072,"teacher_disagreement_score":0.42744434,"about_ca_system_score_codex":0.000020031994,"about_ca_system_score_gemma":0.0000014172615,"threshold_uncertainty_score":0.34438097},"labels":[],"label_agreement":null},{"id":"W1989571042","doi":"10.1007/s11069-010-9586-6","title":"Impact and analysis of geotechnical processes on earthfill dam breaching","year":2010,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Université de Limoges; Türkiye Atom Enerjisi Kurumu","keywords":"Geotechnical engineering; Erosion; Geology; Pore water pressure; Hydraulics; Landslide; Engineering; Geomorphology","score_opus":0.003614323856663545,"score_gpt":0.23989155536112383,"score_spread":0.23627723150446028,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989571042","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99821913,0.00025420566,0.00029229774,0.000024630046,0.00017565834,0.000040044903,0.00006226788,0.00023193694,0.0006998528],"genre_scores_gemma":[0.9994418,0.00002586738,0.00041457143,0.000007424462,0.000040850347,0.0000019798615,0.000026899601,0.000015749969,0.000024829527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942845,0.000004957316,0.00013684883,0.00012080931,0.00014784487,0.00016108752],"domain_scores_gemma":[0.99962056,0.000077382116,0.000016549177,0.00018064886,0.00004062002,0.000064230844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011430727,0.00012685088,0.0002304913,0.00021101741,0.00002401648,0.000017328928,0.00009381223,0.000107768785,0.000021633432],"category_scores_gemma":[0.00012059912,0.00009823197,0.00008947998,0.0004906232,0.000025715477,0.00007501525,0.000017490749,0.0005057902,0.0000018979001],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009573919,0.0001233588,0.014797024,0.000501821,0.0026298692,0.000020159438,0.0005464079,0.6379954,0.0923434,0.0010662851,0.00091148296,0.24896905],"study_design_scores_gemma":[0.00024981415,0.00007746506,0.4851692,0.000028775265,0.00025860182,0.000012868158,0.000006035227,0.50741506,0.0043742917,0.00002949785,0.0020747078,0.00030370094],"about_ca_topic_score_codex":0.000014084135,"about_ca_topic_score_gemma":0.000030176492,"teacher_disagreement_score":0.4703722,"about_ca_system_score_codex":0.000013522992,"about_ca_system_score_gemma":0.000013187825,"threshold_uncertainty_score":0.40057835},"labels":[],"label_agreement":null},{"id":"W1990634964","doi":"10.1061/(asce)0733-9399(2008)134:11(991)","title":"Effect of Seismic Uplift Pressure on the Behavior of Concrete Gravity Dams with a Penetrated Crack","year":2008,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geology; Gravity dam; Geotechnical engineering; Wedge (geometry); Pore water pressure; Seismic loading; Finite element method; Structural engineering; Engineering","score_opus":0.006113796212319935,"score_gpt":0.19447063867373074,"score_spread":0.1883568424614108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990634964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9684641,0.0004310995,0.030159641,0.00001051441,0.000530327,0.00024140385,0.00002303791,0.00007677713,0.00006312315],"genre_scores_gemma":[0.99907684,0.00011976487,0.0006283149,0.000004083178,0.000079557416,0.000010529246,0.0000017742769,0.00006106759,0.000018067743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987698,0.000036830606,0.0004888414,0.000093461786,0.0003848412,0.00022618042],"domain_scores_gemma":[0.9990203,0.00027967078,0.00017871248,0.000290729,0.00013654056,0.00009404964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005713156,0.00025709494,0.00052466197,0.00015282686,0.000028015189,0.0000072784087,0.00029331387,0.00009691306,0.000009664456],"category_scores_gemma":[0.00010565517,0.00016995125,0.00016075354,0.0002802939,0.000018790006,0.000086793945,0.00001777136,0.00053351914,0.0000013513647],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000090892376,0.000012101061,0.00006874264,0.00028040764,0.0002180568,0.000048117003,0.000099579585,0.9295385,0.06907966,0.00028915348,0.00010646391,0.00016831329],"study_design_scores_gemma":[0.0013730983,0.0022098308,0.00089020265,0.0006255283,0.00041245527,0.0005387258,0.000013220925,0.6629067,0.32930666,0.000008932284,0.0013559862,0.00035867418],"about_ca_topic_score_codex":0.000003901539,"about_ca_topic_score_gemma":2.419358e-7,"teacher_disagreement_score":0.26663184,"about_ca_system_score_codex":0.000033320877,"about_ca_system_score_gemma":0.00003024209,"threshold_uncertainty_score":0.6930411},"labels":[],"label_agreement":null},{"id":"W1993168322","doi":"10.1016/j.engstruct.2004.12.005","title":"Seismic structural stability of concrete gravity dams considering transient uplift pressures in cracks","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Magnitude (astronomy); Gravity dam; Crack closure; Structural engineering; Transient (computer programming); Finite element method; Fracture mechanics; Mechanics; Materials science; Engineering","score_opus":0.006117227292878043,"score_gpt":0.20965023055669862,"score_spread":0.2035330032638206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993168322","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9843973,0.0011393053,0.012715811,0.0000489412,0.0006181305,0.00024541808,0.00008014155,0.0005739546,0.00018098523],"genre_scores_gemma":[0.9914937,0.000027427388,0.008210423,0.000019861318,0.0001371066,0.000015217581,0.0000171085,0.00007452989,0.0000046128516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99822193,0.000023156264,0.0006104181,0.00032448035,0.00027514226,0.0005448668],"domain_scores_gemma":[0.99920017,0.0001306932,0.000044828135,0.00044915502,0.00003868616,0.00013646472],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018641447,0.0004181317,0.0005390081,0.00021844215,0.00003405124,0.000030702275,0.00027424822,0.00017910571,0.000076368946],"category_scores_gemma":[0.0000750699,0.00043211126,0.00012913234,0.00025445578,0.00006523679,0.0002115331,0.000038950122,0.0005176614,0.0000018872765],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015515874,0.000002171819,0.00077420997,0.00032752415,0.000058925973,0.0000060248744,0.0008199037,0.9730688,0.023644974,0.0003196234,0.00010163352,0.0008607295],"study_design_scores_gemma":[0.00075148,0.000034588487,0.08417747,0.00009573314,0.000030106788,0.000035754532,0.000054465825,0.83979326,0.07034482,0.00014210318,0.0039058717,0.0006343325],"about_ca_topic_score_codex":0.000072880095,"about_ca_topic_score_gemma":0.000015951347,"teacher_disagreement_score":0.1332755,"about_ca_system_score_codex":0.00011730829,"about_ca_system_score_gemma":0.000020712976,"threshold_uncertainty_score":0.9998131},"labels":[],"label_agreement":null},{"id":"W1995087575","doi":"10.4028/www.scientific.net/amr.838-841.889","title":"Establishment and Application of Microseismic Monitoring System to Deep-Buried Underground Powerhouse","year":2013,"lang":"en","type":"article","venue":"Advanced materials research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"National Natural Science Foundation of China; Sichuan University; National Science Foundation","keywords":"Microseism; Excavation; Rock mass classification; Geology; Mining engineering; Geotechnical engineering; Hydropower; Rock blasting; Stability (learning theory); Seismology; Engineering","score_opus":0.01167221006688478,"score_gpt":0.2825094069500138,"score_spread":0.270837196883129,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1995087575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98048586,0.00023580148,0.0177149,0.000040971863,0.00031449267,0.00062151864,0.000012578112,0.00023134759,0.00034251422],"genre_scores_gemma":[0.9947488,0.00009802889,0.004659944,0.000002118725,0.00008221773,0.00030269971,0.000006097362,0.00004576001,0.000054353954],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989205,0.00003453885,0.00026113223,0.00019367533,0.00023075889,0.00035939878],"domain_scores_gemma":[0.9993151,0.00008153643,0.000018456503,0.00030928417,0.00012484912,0.00015078022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035679355,0.00011928035,0.00020132311,0.000161775,0.00006367943,0.000093149596,0.00015641052,0.000057919697,0.000011441741],"category_scores_gemma":[0.000038871294,0.00012084773,0.000012279016,0.00021530442,0.000029311988,0.0001980821,0.000084155945,0.00008870423,0.00007050417],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011953261,0.000007991631,0.00003349674,0.0004226698,0.0000121810735,8.384646e-7,0.00015498209,0.025021851,0.9686363,0.00032023096,0.000049202292,0.005328346],"study_design_scores_gemma":[0.00033059614,0.00006167491,0.0030860198,0.00015689124,0.00000388244,0.000005175859,0.000627459,0.003611267,0.9900138,0.00015719344,0.0017520082,0.00019406735],"about_ca_topic_score_codex":0.00015595478,"about_ca_topic_score_gemma":0.0000015543212,"teacher_disagreement_score":0.021410584,"about_ca_system_score_codex":0.00015468309,"about_ca_system_score_gemma":0.000009289577,"threshold_uncertainty_score":0.49280277},"labels":[],"label_agreement":null},{"id":"W1998302364","doi":"10.1007/s11069-014-1201-9","title":"Experimental investigation into rockfill dam failure initiation by overtopping","year":2014,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Riprap; Geotechnical engineering; Impervious surface; Geology; Slope stability; Water level; Drainage; Environmental science","score_opus":0.003678502929718487,"score_gpt":0.19981349044232524,"score_spread":0.19613498751260675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998302364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849781,0.0011886396,0.008598428,0.0001931516,0.0011928823,0.000111503614,0.000008984539,0.00091139984,0.0028169136],"genre_scores_gemma":[0.9978317,0.000006806633,0.0015410583,0.00012375246,0.00019956332,0.000012690847,0.00014346627,0.000031226882,0.000109748646],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99930835,0.000018018409,0.0001592733,0.00014434675,0.00018492034,0.00018509895],"domain_scores_gemma":[0.9997159,0.000025995814,0.00001897188,0.00013719627,0.000027000813,0.00007491374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007463209,0.00015517484,0.00012351718,0.00006140045,0.00006382076,0.000039250535,0.00010002475,0.00010993904,0.000021593323],"category_scores_gemma":[0.00004322679,0.00015648916,0.000042887554,0.00012944386,0.000015792599,0.00028377667,0.000020921878,0.00023197649,0.000038019665],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007188999,0.0000131153365,0.00015926323,0.000097759716,0.000039694998,0.0000012742745,0.0012994114,0.022302883,0.90746033,0.0011203404,0.046817284,0.020681458],"study_design_scores_gemma":[0.0005845419,0.000049940452,0.0017236593,0.00006977709,0.000010985382,0.000007766305,0.000116652685,0.5827622,0.36734053,0.0002688167,0.046562657,0.0005025062],"about_ca_topic_score_codex":0.000018561133,"about_ca_topic_score_gemma":0.0000061072174,"teacher_disagreement_score":0.5604593,"about_ca_system_score_codex":0.00013681449,"about_ca_system_score_gemma":0.000007583788,"threshold_uncertainty_score":0.63814425},"labels":[],"label_agreement":null},{"id":"W1999126407","doi":"10.1007/s11440-012-0176-5","title":"Micromechanical assessment of an internal stability criterion","year":2012,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":118,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Engineering and Physical Sciences Research Council; University of British Columbia","keywords":"Internal erosion; Solid mechanics; Particle (ecology); Mechanics; Stability (learning theory); Geotechnical engineering; Granular material; Levee; Materials science; Geology; Physics; Computer science; Composite material","score_opus":0.012360880895313696,"score_gpt":0.25679417539357324,"score_spread":0.24443329449825954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999126407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9615844,0.00006878462,0.036129758,0.000050115566,0.00036201387,0.000091533744,0.000022595446,0.0004547181,0.0012361113],"genre_scores_gemma":[0.9927471,0.000021991924,0.0070972154,0.0000121666035,0.000069304915,0.000009360925,0.0000112144535,0.000024524625,0.000007100778],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992545,0.000020460584,0.00023502261,0.00010431788,0.00012570016,0.0002600036],"domain_scores_gemma":[0.99941695,0.000031497108,0.000021339358,0.00039240904,0.000022591892,0.000115228344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003547278,0.00011626061,0.0001697037,0.000047699545,0.000015858359,0.000009080119,0.00019985267,0.00010148695,0.00015290531],"category_scores_gemma":[0.000022773087,0.00011465526,0.000058250356,0.000083349994,0.000020052452,0.00019291427,0.00005877807,0.00022994442,0.000008130005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007831947,0.00023115608,0.00047429386,0.00014057326,0.000043644624,0.0000015368289,0.00013209594,0.001866922,0.98721755,0.00056342484,0.00040028454,0.008920685],"study_design_scores_gemma":[0.0012357143,0.00058576174,0.21853937,0.00023682845,0.0001162196,0.00013447896,0.0001798813,0.33525878,0.36066455,0.00037923374,0.08115271,0.001516466],"about_ca_topic_score_codex":0.000011240158,"about_ca_topic_score_gemma":9.2437756e-7,"teacher_disagreement_score":0.626553,"about_ca_system_score_codex":0.00007290497,"about_ca_system_score_gemma":0.0000098859,"threshold_uncertainty_score":0.46755058},"labels":[],"label_agreement":null},{"id":"W1999859345","doi":"10.1520/gtj104336","title":"A Modified Hole Erosion Test (HET-P) Device","year":2012,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada); University of British Columbia","funders":"","keywords":"Pitot tube; Geotechnical engineering; Hydraulic head; Head (geology); Erosion; Materials science; Mechanics; Shear stress; Geology; Flow (mathematics); Composite material; Physics; Geomorphology","score_opus":0.03684422378783399,"score_gpt":0.2408962749729547,"score_spread":0.2040520511851207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999859345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68106925,0.001941955,0.29976776,0.00022446974,0.0017940968,0.00020129915,0.0000141280525,0.003672971,0.011314084],"genre_scores_gemma":[0.9838197,0.00003153769,0.015273281,0.000045604847,0.0007202238,0.0000058239402,0.0000019171664,0.000053307576,0.000048605307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986203,0.000018404467,0.00036265914,0.0001075926,0.00024636608,0.0006447278],"domain_scores_gemma":[0.9989332,0.00038596365,0.00004779348,0.00021605204,0.000057361616,0.0003596417],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006935918,0.00019678475,0.00020118218,0.00009268331,0.00016726632,0.00006924189,0.00023417643,0.00015410996,0.00002330927],"category_scores_gemma":[0.0011890886,0.00017969063,0.00008286363,0.0003245483,0.00003435705,0.00024004625,0.000057834066,0.0009557161,0.000109556415],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037117368,0.00010150958,0.0026529515,0.00005186819,0.000020786176,0.000022518027,0.000058150905,0.9238111,0.043094188,0.00015026743,0.002426139,0.027606811],"study_design_scores_gemma":[0.0009437811,0.00017890915,0.053018853,0.0005294147,0.00007524614,0.0022433468,0.00002977119,0.91774565,0.0030009842,0.0005190264,0.020697452,0.0010175767],"about_ca_topic_score_codex":0.0000030459025,"about_ca_topic_score_gemma":1.6252767e-7,"teacher_disagreement_score":0.30275047,"about_ca_system_score_codex":0.00010007344,"about_ca_system_score_gemma":0.000015623747,"threshold_uncertainty_score":0.7327571},"labels":[],"label_agreement":null},{"id":"W2000573564","doi":"10.1139/t2012-016","title":"Hydraulic conductivity of saturated granular soils determined using a constriction-based technique","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Wollongong","keywords":"Hydraulic conductivity; Geotechnical engineering; Void ratio; Particle-size distribution; Granular material; Soil water; Materials science; Conductivity; Particle size; Soil science; Geology; Chemistry","score_opus":0.01591959525776856,"score_gpt":0.21549393613331538,"score_spread":0.19957434087554682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000573564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5316066,0.00072801154,0.4654019,0.00011227239,0.00095708936,0.00032936299,0.00006952529,0.00037061574,0.00042463513],"genre_scores_gemma":[0.9961369,0.000012604187,0.003599476,0.000047053043,0.00015147742,0.0000073716374,0.000005066641,0.000036537254,0.000003488966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998763,0.000043220756,0.00036362064,0.00009463228,0.00015676612,0.0005787548],"domain_scores_gemma":[0.9988162,0.000058960442,0.0000603762,0.00021219884,0.00008005025,0.00077224744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042762054,0.00018684423,0.00027620269,0.00040279437,0.000106856656,0.000025535424,0.00017244057,0.00025824475,0.000046678855],"category_scores_gemma":[0.000107655556,0.00019074937,0.00012766532,0.00041187071,0.00008448845,0.0001822494,0.000008030816,0.0006840066,0.0000046570144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013587093,0.000045067605,0.0013866909,0.000092884795,0.000080465565,0.000098079814,0.000039712664,0.8150823,0.1751846,0.00013422259,0.0009024735,0.006939875],"study_design_scores_gemma":[0.0010862325,0.000104914994,0.0068940436,0.00033999645,0.00015095052,0.0027593244,0.000035017463,0.87893385,0.091507286,0.00019260464,0.016981555,0.0010142343],"about_ca_topic_score_codex":0.0018982597,"about_ca_topic_score_gemma":0.00019120409,"teacher_disagreement_score":0.46453032,"about_ca_system_score_codex":0.00043935422,"about_ca_system_score_gemma":0.00030579048,"threshold_uncertainty_score":0.77785337},"labels":[],"label_agreement":null},{"id":"W2008703502","doi":"10.1061/(asce)gm.1943-5622.0000145","title":"Assessment of Potential for Seepage-Induced Unraveling Failure of Flow-Through Rockfill Dams","year":2012,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Flow (mathematics); Geotechnical engineering; Geology; Parametric statistics; Nonlinear system; Boundary value problem; Darcy's law; Mechanics; Mathematics; Mathematical analysis; Physics; Porosity","score_opus":0.011935332444252236,"score_gpt":0.2755000610206334,"score_spread":0.2635647285763812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2008703502","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12576568,0.00015083932,0.87043566,0.00006715404,0.0032807793,0.00006499901,0.0000706865,0.000019132229,0.00014509234],"genre_scores_gemma":[0.94390357,0.00008516283,0.055432454,0.00001104514,0.0005146009,0.000002065827,0.000013399994,0.00002655112,0.000011159434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987157,0.000010403798,0.0005931584,0.000057483292,0.00044295235,0.0001803329],"domain_scores_gemma":[0.9990639,0.000056469216,0.00023274383,0.000098236145,0.00048534645,0.00006327095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037589314,0.000121704725,0.00025711174,0.00015205372,0.000014219968,0.000011187054,0.00030071702,0.00008510076,0.0000338503],"category_scores_gemma":[0.000054309712,0.00011750946,0.00020046308,0.0000744753,0.0000046510177,0.00027701593,0.00003698767,0.0001856316,9.747467e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034767185,0.000115760864,0.00005875702,0.00011654058,0.0006906215,0.0000065252316,0.00033247628,0.80267256,0.18470408,0.0054156343,0.00030736715,0.005544914],"study_design_scores_gemma":[0.0017844485,0.0002466444,0.0006247088,0.0003052586,0.00013328233,0.00019002215,0.00033358636,0.907191,0.08167441,0.0017763289,0.00544867,0.00029163688],"about_ca_topic_score_codex":0.000003894976,"about_ca_topic_score_gemma":0.0000010844175,"teacher_disagreement_score":0.8181379,"about_ca_system_score_codex":0.00010173335,"about_ca_system_score_gemma":0.000040181836,"threshold_uncertainty_score":0.47918966},"labels":[],"label_agreement":null},{"id":"W2009101683","doi":"10.1016/j.soildyn.2006.06.008","title":"Seismic stability of concrete gravity dams strengthened by rockfill buttressing","year":2006,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Gravity dam; Geotechnical engineering; Geology; Pore water pressure; Seismic loading; Hydrostatic equilibrium; Cantilever; Hydrostatic pressure; Liquefaction; Structural engineering; Engineering; Finite element method; Mechanics","score_opus":0.002950724568069505,"score_gpt":0.16543114310878584,"score_spread":0.16248041854071635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009101683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9389731,0.00077732204,0.058667842,0.000018054461,0.0002778271,0.00008813432,0.00025594523,0.0004264657,0.0005152808],"genre_scores_gemma":[0.9987031,0.00009357258,0.00086379907,0.0000035605246,0.000059736267,0.0000071704812,0.00015127049,0.00006817894,0.000049562444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987322,0.000012630622,0.0004072972,0.00024922253,0.00017621103,0.0004224193],"domain_scores_gemma":[0.9994106,0.00008350799,0.00004206025,0.00028635163,0.000038021462,0.0001394447],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018743548,0.0003084456,0.00037271276,0.000095538686,0.000056623256,0.000044307504,0.000121046476,0.00014019283,0.00000940973],"category_scores_gemma":[0.000027648723,0.00034190557,0.00008741405,0.00019479901,0.000044721375,0.00013490807,0.000038859183,0.00026770565,0.0000018503652],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005266207,0.000008229039,0.002508443,0.0002957572,0.000041761763,0.000002645402,0.000063280575,0.9809523,0.009881752,0.00061894296,0.00007620278,0.005545407],"study_design_scores_gemma":[0.00033384468,0.0000223176,0.013012756,0.00006727298,0.000019191339,0.000006406888,0.000029809258,0.9813132,0.0043524993,0.00005620827,0.0004321385,0.00035430217],"about_ca_topic_score_codex":0.00022790648,"about_ca_topic_score_gemma":0.000058723588,"teacher_disagreement_score":0.05973002,"about_ca_system_score_codex":0.00006704969,"about_ca_system_score_gemma":0.00001306521,"threshold_uncertainty_score":0.9999033},"labels":[],"label_agreement":null},{"id":"W2010176264","doi":"10.1139/l00-099","title":"Les prévisions des brèches de rupture des barrages en terre restent difficiles","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dam failure; Flood myth; Hydrograph; Margin (machine learning); Environmental science; Computer science; Forensic engineering; Civil engineering; Engineering; Geography; Archaeology","score_opus":0.011423718457788659,"score_gpt":0.19405653319019073,"score_spread":0.18263281473240206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010176264","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.898054,0.010665617,0.08590311,0.00009517647,0.00071738457,0.000080846075,0.000019328103,0.00022619205,0.0042383512],"genre_scores_gemma":[0.99632925,0.00060449285,0.0025053686,0.000009576183,0.00034838667,0.0000037460152,0.0000025850184,0.000084505176,0.00011210276],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.998718,0.000019360847,0.0003704027,0.000106360916,0.0001485109,0.0006373594],"domain_scores_gemma":[0.9987715,0.00010566213,0.000036144927,0.00018312695,0.00008029331,0.0008233033],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00028250075,0.00026653986,0.0002901854,0.00046022036,0.00013477769,0.00009250537,0.0003228164,0.00015168446,0.000121477686],"category_scores_gemma":[0.00023896256,0.00026359767,0.00015230422,0.00028233678,0.00005911126,0.00022849298,0.000011017876,0.0005186932,0.000004719635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022620102,0.000005976715,0.0053211884,0.00014365256,0.00009219754,0.00042307161,0.0018733691,0.9823067,0.002759112,0.00012415885,0.00088971696,0.0060586035],"study_design_scores_gemma":[0.0014889636,0.00031725754,0.55302215,0.004700006,0.0002570081,0.0071996474,0.002330156,0.2478351,0.0026612303,0.00076838926,0.17737338,0.0020467322],"about_ca_topic_score_codex":0.0006775397,"about_ca_topic_score_gemma":0.039548438,"teacher_disagreement_score":0.73447156,"about_ca_system_score_codex":0.00053896883,"about_ca_system_score_gemma":0.00014933843,"threshold_uncertainty_score":0.99998164},"labels":[],"label_agreement":null},{"id":"W2010740593","doi":"10.1139/cjce-2011-0406","title":"Détermination de l’hydrogramme de rupture par déversement en crête pour barrages en terre et en enrochement disposant d’un rideau en béton","year":2013,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Humanities; Art","score_opus":0.0032171825501664223,"score_gpt":0.19333918322838287,"score_spread":0.19012200067821644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010740593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67475945,0.010922801,0.29429513,0.0122553725,0.0047705574,0.0006944805,0.00012829182,0.00023952639,0.0019343816],"genre_scores_gemma":[0.98555744,0.0009313617,0.011394674,0.00012317456,0.00133941,0.000037549,0.000024424278,0.0001800387,0.00041195122],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9968514,0.00018652377,0.00086150755,0.00028329773,0.00037873333,0.0014385582],"domain_scores_gemma":[0.9973494,0.00034076415,0.00016149403,0.000346741,0.00013177542,0.001669857],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0014750842,0.0006390604,0.00059786375,0.00064873946,0.00010193265,0.00025235157,0.00061146874,0.0004888629,0.00076022727],"category_scores_gemma":[0.0003953303,0.00073153316,0.00033238172,0.0002729678,0.000031824333,0.00060366845,0.000048841663,0.0014418918,0.000053509135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005010119,0.000042170395,0.0019601176,0.0006315682,0.00052309094,0.0008108219,0.012434634,0.94644916,0.018534381,0.00067246397,0.0048520328,0.013084539],"study_design_scores_gemma":[0.0023942029,0.0003683302,0.1304876,0.0037501527,0.0005897025,0.0024106002,0.002381236,0.6728472,0.014750339,0.0005715809,0.16721572,0.0022333404],"about_ca_topic_score_codex":0.005259156,"about_ca_topic_score_gemma":0.014465231,"teacher_disagreement_score":0.31079796,"about_ca_system_score_codex":0.0032057296,"about_ca_system_score_gemma":0.000815161,"threshold_uncertainty_score":0.99951357},"labels":[],"label_agreement":null},{"id":"W2011686760","doi":"10.1016/s0965-9978(03)00040-1","title":"Computer aided stability analysis of gravity dams—CADAM","year":2003,"lang":"en","type":"article","venue":"Advances in Engineering Software","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Gravity dam; Stability (learning theory); Structural engineering; Monte Carlo method; Probabilistic logic; Engineering; Beam (structure); Cracking; Geotechnical engineering; Computer science; Finite element method; Mathematics; Materials science; Statistics","score_opus":0.005063869016109286,"score_gpt":0.21639053893671825,"score_spread":0.21132666992060897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2011686760","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25625908,0.0022722932,0.7398769,0.0000017292647,0.00063532096,0.000110794055,0.0000465792,0.00061890605,0.00017836703],"genre_scores_gemma":[0.94535226,0.00023527439,0.05429672,0.000004785059,0.000022588516,0.000018918683,0.000023397117,0.000041268533,0.000004811788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868876,0.000021217218,0.00044961862,0.00026727613,0.0001972654,0.0003758819],"domain_scores_gemma":[0.9991494,0.00023294051,0.000033169814,0.0004537356,0.000042342333,0.00008842385],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026706248,0.00026343515,0.00054208963,0.00039106846,0.000017565762,0.0000106494,0.00019272484,0.000098138844,0.00003345734],"category_scores_gemma":[0.00016699031,0.00029125946,0.00016194349,0.0014592028,0.000028804434,0.00027391958,0.000022433433,0.000256195,0.0000030922292],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024708672,0.000025754554,0.021128967,0.00026409142,0.00014251487,0.000004512243,0.0001156413,0.97471374,0.00024286177,0.0006472515,0.000007289672,0.0027048723],"study_design_scores_gemma":[0.00078171794,0.00006603729,0.106007144,0.00018514217,0.00028313312,0.000005654554,0.000044788645,0.8715612,0.0062791086,0.00031240136,0.013381758,0.001091913],"about_ca_topic_score_codex":0.0000075269822,"about_ca_topic_score_gemma":0.000028211984,"teacher_disagreement_score":0.6890932,"about_ca_system_score_codex":0.00011903258,"about_ca_system_score_gemma":0.0000123291975,"threshold_uncertainty_score":0.9999539},"labels":[],"label_agreement":null},{"id":"W2012718146","doi":"10.1155/2014/287605","title":"A New Iterative Procedure for Deconvolution of Seismic Ground Motion in Dam-Reservoir-Foundation Systems","year":2014,"lang":"en","type":"article","venue":"Journal of Applied Mathematics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Hatch (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deconvolution; Foundation (evidence); Gravity dam; Frequency domain; Time domain; Ground motion; Geology; Computer science; Nonlinear system; Structural engineering; Seismology; Algorithm; Engineering; Finite element method; Physics","score_opus":0.010382058222011112,"score_gpt":0.21879207476137372,"score_spread":0.2084100165393626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012718146","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18312842,0.000044928398,0.8156229,0.000012170361,0.00019359574,0.00021429524,0.000002237068,0.000020681582,0.0007607616],"genre_scores_gemma":[0.9544245,0.000013973712,0.045341786,0.0000027970514,0.00014957009,0.0000098265855,0.000005713523,0.000022941062,0.000028907312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912393,0.000004865935,0.0005617023,0.000052857114,0.0001454831,0.00011113594],"domain_scores_gemma":[0.9994663,0.000101098965,0.00021752216,0.000091761955,0.000079672805,0.000043661817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045245315,0.00010390475,0.00028302037,0.00015008183,0.000014589826,0.000024827586,0.00009121441,0.00005948036,0.0000028171446],"category_scores_gemma":[0.00005264079,0.00009407088,0.000048715843,0.000115819035,0.0000066346793,0.00013158501,0.000006120841,0.00011675463,0.000002380254],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025363071,0.000041385138,0.000008342923,0.0017185528,0.000044320306,2.455615e-7,0.0017216472,0.96638244,0.0063873697,0.02118368,0.0003602089,0.0021264239],"study_design_scores_gemma":[0.000795054,0.00005973215,0.00016928955,0.00032776518,0.000031490923,0.000017350187,0.00032279998,0.9850305,0.0015653835,0.011061774,0.00051487616,0.00010398418],"about_ca_topic_score_codex":0.0000025540335,"about_ca_topic_score_gemma":0.0000030622282,"teacher_disagreement_score":0.7712961,"about_ca_system_score_codex":0.000106435386,"about_ca_system_score_gemma":0.000025710044,"threshold_uncertainty_score":0.3836099},"labels":[],"label_agreement":null},{"id":"W2013583855","doi":"10.1002/pse.201","title":"Grouting of cracks in concrete dams: numerical modelling and structural behaviour","year":2005,"lang":"en","type":"article","venue":"Progress in Structural Engineering and Materials","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"","keywords":"Grout; Geotechnical engineering; Stress (linguistics); Structural engineering; Displacement (psychology); Geology; Gravity dam; Engineering; Finite element method","score_opus":0.007123031592488798,"score_gpt":0.23211757928537516,"score_spread":0.22499454769288635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013583855","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961882,0.0018648447,0.0012696434,0.0000141413875,0.00030530893,0.00014461429,0.000027659295,0.00017088016,0.000014660062],"genre_scores_gemma":[0.98507714,0.00008646658,0.014662293,0.0000024230053,0.00009590817,0.000018337909,0.000011872947,0.00004334596,0.000002235445],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987645,0.000016107644,0.00050502963,0.00022167261,0.00011427803,0.00037841575],"domain_scores_gemma":[0.99970204,0.000040246665,0.000041082327,0.00012404977,0.000014237736,0.00007835193],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00018214,0.00026502484,0.00044532208,0.00016470118,0.00002146502,0.000050823375,0.000097652715,0.00012220259,0.000009583235],"category_scores_gemma":[0.000014932885,0.00025734157,0.000022791985,0.00012756618,0.000044824646,0.00020646812,0.000056265555,0.00018924114,3.4522597e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002372065,0.0000015188759,0.009850748,0.00053322996,0.000024155717,0.00001425765,0.0010809879,0.97265476,0.006990506,0.000808642,9.541347e-7,0.008016517],"study_design_scores_gemma":[0.00062270055,0.000024119452,0.029542979,0.00021144611,0.000011984754,0.000051718012,0.000043965625,0.95634186,0.012700903,0.000054756685,0.000024296774,0.00036925072],"about_ca_topic_score_codex":0.000034507022,"about_ca_topic_score_gemma":0.000001677178,"teacher_disagreement_score":0.019692231,"about_ca_system_score_codex":0.00004481076,"about_ca_system_score_gemma":0.0000045854254,"threshold_uncertainty_score":0.9999879},"labels":[],"label_agreement":null},{"id":"W2014696212","doi":"10.1520/gtj100021","title":"A Large Permeameter for Study of Internal Stability in Cohesionless Soils","year":2006,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":125,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Permeameter; Geotechnical engineering; Instability; Hydraulic head; Geology; Slurry; Pore water pressure; Soil water; Hydraulic conductivity; Internal erosion; Materials science; Mechanics; Composite material; Soil science","score_opus":0.027793355778450147,"score_gpt":0.25121641528483635,"score_spread":0.2234230595063862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014696212","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9202627,0.00005379806,0.078986,0.000009739999,0.00015092824,0.00019606139,0.000011102808,0.00015380411,0.00017586563],"genre_scores_gemma":[0.99514735,0.0000012248179,0.0046731667,0.000004486635,0.00012481287,0.00001670232,9.839129e-7,0.000025973752,0.0000053110343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867874,0.000029196612,0.0006219374,0.00013617061,0.0001887121,0.0003452111],"domain_scores_gemma":[0.999235,0.0003820236,0.000064418826,0.00016900015,0.00008851229,0.000061080435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010875578,0.00013771161,0.00028328676,0.00012345919,0.00004941911,0.000027566753,0.00020114235,0.000080793674,0.0000095131045],"category_scores_gemma":[0.0005302709,0.00012504814,0.000080806996,0.00021512166,0.00002357531,0.00007278522,0.00004271278,0.00050988287,9.786452e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000068934656,0.0013551072,0.05542929,0.0002076111,0.000045745157,0.000057235888,0.0003745723,0.9197446,0.013368414,0.00009399901,0.0003346557,0.0089198435],"study_design_scores_gemma":[0.00441939,0.0009221777,0.24905145,0.00043909007,0.000047668356,0.00023305127,0.0005069681,0.7385704,0.0022263506,0.0026025926,0.00045129098,0.0005295779],"about_ca_topic_score_codex":0.000025284613,"about_ca_topic_score_gemma":0.000024984878,"teacher_disagreement_score":0.19362216,"about_ca_system_score_codex":0.0000918166,"about_ca_system_score_gemma":0.000018286502,"threshold_uncertainty_score":0.5099315},"labels":[],"label_agreement":null},{"id":"W2014896872","doi":"10.1139/l02-094","title":"Observation et prédiction d'une brèche de rupture dans une digue submergée","year":2002,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Erosion; Geotechnical engineering; Geomorphology; Forensic engineering; Engineering","score_opus":0.011132188818606344,"score_gpt":0.17077907292235475,"score_spread":0.15964688410374842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014896872","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40515763,0.0046153385,0.57036257,0.001741631,0.0040094825,0.00021029025,0.000054593598,0.00053700083,0.013311482],"genre_scores_gemma":[0.9979889,0.00014962612,0.0012130154,0.00006383674,0.00032160102,0.000004129153,0.0000070193273,0.000077803175,0.0001741065],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988828,0.000013318802,0.00037888213,0.00009683605,0.00016449552,0.00046370146],"domain_scores_gemma":[0.999107,0.000036216254,0.00005369723,0.0001723383,0.00007345926,0.0005572656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025862656,0.00021917613,0.00023771785,0.00033508943,0.000056941983,0.00006388796,0.00020511459,0.0001442792,0.00008006435],"category_scores_gemma":[0.000082759776,0.00024426598,0.000113603295,0.0005634171,0.000015880372,0.0003488168,0.0000043464,0.0005508465,0.00000904646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000010052811,0.000004721082,0.0011056128,0.000064579406,0.00006200274,0.00010705121,0.0013231223,0.98579335,0.0040450874,0.00036545916,0.0061202864,0.001007718],"study_design_scores_gemma":[0.00061042444,0.00007378776,0.062247716,0.0003742938,0.000070371476,0.0006866143,0.0001420553,0.82814014,0.0011741864,0.00010963855,0.1057741,0.0005966513],"about_ca_topic_score_codex":0.0008258694,"about_ca_topic_score_gemma":0.03230836,"teacher_disagreement_score":0.59283125,"about_ca_system_score_codex":0.0004302122,"about_ca_system_score_gemma":0.000077691446,"threshold_uncertainty_score":0.9960878},"labels":[],"label_agreement":null},{"id":"W2015745099","doi":"10.1080/15715124.2011.565771","title":"A simplified direct method for finding optimal stable trapezoidal channels","year":2011,"lang":"en","type":"article","venue":"International Journal of River Basin Management","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Toronto Metropolitan University","funders":"","keywords":"Stability (learning theory); Channel (broadcasting); Sensitivity (control systems); Chart; Cross section (physics); Mathematical optimization; Optimal design; Flow (mathematics); Mathematics; Control theory (sociology); Computer science; Engineering; Statistics; Geometry","score_opus":0.02611782746624436,"score_gpt":0.26383107313025866,"score_spread":0.2377132456640143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015745099","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017200692,0.00008082952,0.9637634,0.0000662262,0.003211926,0.00013992416,0.000026978903,0.00007080278,0.01543923],"genre_scores_gemma":[0.68409413,0.00013228587,0.31419864,0.000052289422,0.0003831972,0.000014650128,0.000005987699,0.000038989405,0.0010798387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909174,0.0000150799815,0.0003384579,0.00009698629,0.00027252227,0.00018521807],"domain_scores_gemma":[0.999584,0.000058287125,0.00008528997,0.00008320318,0.00012638516,0.00006283459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044595273,0.0001284734,0.00017580423,0.00028389224,0.000025049174,0.00003293,0.00036815545,0.00003360744,0.00012805033],"category_scores_gemma":[0.0000148557965,0.00012363953,0.00015779314,0.0000701362,0.000011442471,0.00020213,0.000039880546,0.00010268345,0.0000071491995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042436444,0.00020466083,0.00022438251,0.00018065133,0.0038559728,0.000282845,0.0029232076,0.8690554,0.00080185395,0.010083058,0.016378399,0.095585234],"study_design_scores_gemma":[0.005454929,0.00041586414,0.009301701,0.00047558802,0.00045054083,0.00018541972,0.0006810506,0.5148157,0.01828325,0.0033370412,0.44560486,0.0009940595],"about_ca_topic_score_codex":0.0000060743064,"about_ca_topic_score_gemma":3.975453e-7,"teacher_disagreement_score":0.6668934,"about_ca_system_score_codex":0.000116131414,"about_ca_system_score_gemma":0.0000065441154,"threshold_uncertainty_score":0.5041874},"labels":[],"label_agreement":null},{"id":"W2019371222","doi":"10.1139/t07-063","title":"A new genetic programming model for predicting settlement of shallow foundations","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Genetic programming; Settlement (finance); Artificial neural network; Shallow foundation; Standard penetration test; Foundation (evidence); Human settlement; Function (biology); Computer science; Genetic algorithm; Geotechnical engineering; Engineering; Artificial intelligence; Machine learning; Geography; Archaeology","score_opus":0.014894264417872321,"score_gpt":0.23370692660094392,"score_spread":0.2188126621830716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2019371222","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007684031,0.00015960056,0.9913281,0.0001455692,0.00020405419,0.00017622502,0.00003489867,0.00009730831,0.0001701698],"genre_scores_gemma":[0.84654826,0.00001510178,0.15306523,0.000026567275,0.00022174288,0.0000066823127,0.000008553572,0.000031998232,0.00007588869],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989519,0.0000029288478,0.00037029208,0.00008555655,0.00012723776,0.00046207727],"domain_scores_gemma":[0.9991114,0.000039661954,0.00003404584,0.00012324039,0.000057777397,0.0006338667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037031545,0.000104121296,0.00012830886,0.00019574192,0.000093668314,0.00003353218,0.00016933464,0.00009747784,0.000017737704],"category_scores_gemma":[0.00006786453,0.00011257212,0.000095106545,0.0001367569,0.000013988669,0.000054933527,0.000008368674,0.00026928578,0.0000015806584],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000024764115,0.0000034800669,0.00014691727,0.000023151337,0.000030392368,0.000007707234,0.000073800125,0.9066357,0.0002341046,0.00020683679,0.0010248744,0.09161054],"study_design_scores_gemma":[0.0002579724,0.000038291873,0.0015827316,0.000054106025,0.000025905556,0.0000770185,0.000024560295,0.97868204,0.00006407987,0.0004552058,0.018607885,0.00013021629],"about_ca_topic_score_codex":0.00047717028,"about_ca_topic_score_gemma":0.004929129,"teacher_disagreement_score":0.8388642,"about_ca_system_score_codex":0.000278414,"about_ca_system_score_gemma":0.00028100936,"threshold_uncertainty_score":0.45905575},"labels":[],"label_agreement":null},{"id":"W2020909870","doi":"10.1061/(asce)0733-9445(2000)126:4(518)","title":"Seismic Safety of Gravity Dams: From Shake Table Experiments to Numerical Analyses","year":2000,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":82,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Core Research for Evolutional Science and Technology; Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Acceleration; Gravity dam; Cracking; Structural engineering; Geology; Peak ground acceleration; Displacement (psychology); Mechanics; Nonlinear system; Geotechnical engineering; Fracture mechanics; Finite element method; Materials science; Engineering; Physics; Ground motion; Classical mechanics; Composite material","score_opus":0.012763979135894015,"score_gpt":0.26557175524226917,"score_spread":0.25280777610637517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020909870","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96065575,0.0009137739,0.037302982,0.000021191245,0.00067970104,0.0000695487,0.000060690825,0.0001091247,0.00018722359],"genre_scores_gemma":[0.98612714,0.0000650594,0.013436311,0.000013589187,0.00026177874,0.0000015990054,0.000007969292,0.00004955041,0.000036990034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842745,0.000011858348,0.0007443527,0.00013897229,0.000342387,0.00033498675],"domain_scores_gemma":[0.9993164,0.00006127694,0.000075787044,0.00022633826,0.000067049106,0.0002531751],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00010591377,0.00027803818,0.0005850052,0.00018922338,0.000030745363,0.000028500024,0.0003220961,0.00008897458,0.00036611795],"category_scores_gemma":[0.000035979745,0.00024984378,0.00018011541,0.00040819988,0.00001233305,0.00027012825,0.000025185689,0.00034016694,0.000010047264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043512508,0.0000059628683,0.00018630039,0.000029870214,0.00017991956,0.0000127385065,0.00023363026,0.9387296,0.055190753,0.000007826749,0.00013459162,0.0052453186],"study_design_scores_gemma":[0.0010159434,0.00014652008,0.04336828,0.00029188418,0.00011150278,0.00011707096,0.000081803926,0.8760737,0.0711221,0.000061245824,0.006984282,0.0006256708],"about_ca_topic_score_codex":0.000060808805,"about_ca_topic_score_gemma":5.663844e-7,"teacher_disagreement_score":0.06265588,"about_ca_system_score_codex":0.00013985789,"about_ca_system_score_gemma":0.000018526798,"threshold_uncertainty_score":0.99999535},"labels":[],"label_agreement":null},{"id":"W2021537195","doi":"10.1680/wama.2005.158.4.163","title":"Hydraulic performance and stability of coarse rockfill deposits","year":2005,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Water Management","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Geology; Geotechnical engineering; Levee; Mining engineering; STREAMS; Flow (mathematics)","score_opus":0.005549185650327529,"score_gpt":0.1638689561154991,"score_spread":0.15831977046517157,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2021537195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97826785,0.00012668235,0.0017028037,0.00008096158,0.00017377723,0.00025313653,0.000004852172,0.00010527128,0.019284658],"genre_scores_gemma":[0.998572,0.00016962808,0.0011504793,0.0000069755547,0.000020814537,0.00001307242,0.0000015043855,0.000014897551,0.000050656137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99909097,0.0000016261005,0.00036320902,0.0001260099,0.00022787393,0.00019028173],"domain_scores_gemma":[0.9997001,0.000005252148,0.000050518385,0.00012928215,0.00007413984,0.000040665996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020548288,0.00015755466,0.00021339128,0.00012303011,0.00003264721,0.0000078874555,0.00022188666,0.00004789032,0.0000065088634],"category_scores_gemma":[0.0000076973465,0.00011424268,0.00006197045,0.00015361127,0.000086319465,0.00026152332,0.000107319356,0.000095826035,0.000001433521],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004897503,0.00012190851,0.0022884503,0.007436055,0.0003100989,3.5329307e-7,0.0020851893,0.90702593,0.06575956,0.00502342,0.0005880577,0.0093119675],"study_design_scores_gemma":[0.0006149404,0.00005327918,0.0070737503,0.00033798922,0.00010206623,0.0000055410896,0.0001270366,0.16161312,0.8237518,0.00005378036,0.0060245013,0.00024221277],"about_ca_topic_score_codex":0.0000035327846,"about_ca_topic_score_gemma":0.000003653803,"teacher_disagreement_score":0.7579922,"about_ca_system_score_codex":0.000057938974,"about_ca_system_score_gemma":0.000003092845,"threshold_uncertainty_score":0.46586812},"labels":[],"label_agreement":null},{"id":"W2023210017","doi":"10.1139/t99-116","title":"Seepage forces and confining pressure effects on piping erosion","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":206,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Piping; Permeameter; Hydraulic head; Overburden pressure; Geotechnical engineering; Soil gradation; Filtration (mathematics); Grain size; Filter (signal processing); Erosion; Environmental science; Hydraulic conductivity; Soil science; Geology; Materials science; Soil water; Water content; Engineering; Environmental engineering; Composite material; Mathematics","score_opus":0.003851225968104742,"score_gpt":0.174202180543513,"score_spread":0.17035095457540825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2023210017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96485937,0.0047369096,0.010483949,0.0011886501,0.0011954225,0.00038310935,0.00004544593,0.00095063285,0.016156528],"genre_scores_gemma":[0.9988295,0.00028109347,0.00019769173,0.00019871017,0.00020835479,0.0000032442003,0.0000020897828,0.000029863644,0.0002494685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992225,0.000016592376,0.00015612927,0.0001131192,0.00011048024,0.00038114405],"domain_scores_gemma":[0.9992266,0.00006544575,0.000010874857,0.00012011482,0.000011163072,0.00056577014],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015977712,0.00014012058,0.00015285138,0.00012054642,0.00015933275,0.00008467357,0.000121108904,0.0001444041,0.000110847606],"category_scores_gemma":[0.000031971904,0.0001338934,0.00004445674,0.00008386711,0.000020926107,0.00008030769,0.0000057616494,0.0006058132,0.00002281739],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011511407,0.000004242057,0.00007345533,0.00009316208,0.000056552864,0.00025351538,0.00012019656,0.74330616,0.0021374768,0.00027217905,0.00518561,0.24848595],"study_design_scores_gemma":[0.00096569624,0.00025078133,0.012723639,0.00091334275,0.00006962019,0.0009042214,0.000021255,0.45606643,0.001470029,0.00034283538,0.5255566,0.0007155199],"about_ca_topic_score_codex":0.00043573105,"about_ca_topic_score_gemma":0.00024147885,"teacher_disagreement_score":0.520371,"about_ca_system_score_codex":0.00007006704,"about_ca_system_score_gemma":0.00003177849,"threshold_uncertainty_score":0.54600143},"labels":[],"label_agreement":null},{"id":"W2025102217","doi":"10.1016/j.finel.2010.01.006","title":"Modelling well leakage in multilayer aquifer systems using the extended finite element method","year":2010,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Aquifer; Finite element method; Extended finite element method; Geology; Geometry; Mathematics; Geotechnical engineering; Groundwater; Engineering; Structural engineering","score_opus":0.032877148909803,"score_gpt":0.27354525060394425,"score_spread":0.24066810169414124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025102217","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0396944,0.00026512347,0.95915604,0.000008330816,0.00021148263,0.00026589015,0.000012087665,0.000057988815,0.00032865614],"genre_scores_gemma":[0.92174196,0.00015110619,0.077832706,0.000022281214,0.000050182643,0.00004267215,0.000014312376,0.000033115484,0.00011164477],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982404,0.00014599772,0.00065236294,0.00030344946,0.0002394251,0.0004183617],"domain_scores_gemma":[0.99906754,0.00039612126,0.00006299946,0.00037358998,0.000028171718,0.00007159104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018543636,0.00025348956,0.00041017818,0.00060797785,0.00007395374,0.00009843108,0.00018896018,0.00010781569,0.000071469316],"category_scores_gemma":[0.00003151359,0.00020375379,0.000100055615,0.0009747336,0.000017218677,0.000110572,0.00004235357,0.00043309116,0.0000067953824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009227338,0.0000306786,0.0020316083,0.000026660226,0.00023766888,0.000008979761,0.00031022815,0.9947401,0.0013395698,0.000107147214,0.000013952772,0.001144129],"study_design_scores_gemma":[0.00043749798,0.00001172825,0.0005536184,0.000027822723,0.00017330502,8.739453e-7,0.00014513555,0.99683213,0.00035253723,0.00005223493,0.0011743756,0.00023875847],"about_ca_topic_score_codex":0.0002565839,"about_ca_topic_score_gemma":0.00012325375,"teacher_disagreement_score":0.8820476,"about_ca_system_score_codex":0.000054090466,"about_ca_system_score_gemma":0.000011403125,"threshold_uncertainty_score":0.8308838},"labels":[],"label_agreement":null},{"id":"W2025853335","doi":"10.1061/(asce)0733-9399(2006)132:9(979)","title":"Three-Degree-of-Freedom Rigid Model for Seismic Analysis of Cracked Concrete Gravity Dams","year":2006,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Gravity dam; Coefficient of restitution; Coulomb friction; Stability (learning theory); Structural engineering; Rigid body; Coulomb; Geology; Physics; Geotechnical engineering; Mechanics; Geometry; Classical mechanics; Nonlinear system; Mathematics; Engineering; Finite element method; Computer science","score_opus":0.015308115984551899,"score_gpt":0.21818608413189522,"score_spread":0.20287796814734332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025853335","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10162405,0.0004857148,0.8969431,0.000010980892,0.00057503727,0.00011031335,0.00012611006,0.00008932767,0.000035343477],"genre_scores_gemma":[0.9266333,0.000059909566,0.07305624,0.000002570008,0.00014016006,0.000004523003,0.000017540051,0.0000698846,0.00001587998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981449,0.0000069466696,0.0010365647,0.0001345759,0.00034908345,0.0003278954],"domain_scores_gemma":[0.9987913,0.00016003761,0.00029549247,0.0003419202,0.00030341913,0.000107852444],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000599159,0.0002826511,0.0009233545,0.0006889884,0.000021709277,0.000014891846,0.00036257372,0.00017004936,0.0000051339784],"category_scores_gemma":[0.000095361545,0.0002825682,0.00062500517,0.00069496955,0.000013102663,0.00015343443,0.000028173034,0.00029944233,4.7232055e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025914815,0.0000121992925,0.000020872263,0.00021180621,0.00085903594,0.0000038011442,0.000045189383,0.96031904,0.034323316,0.003740365,0.00021631407,0.0002221687],"study_design_scores_gemma":[0.00062422134,0.00009000198,0.00017850762,0.00009118314,0.0009517517,0.000011043217,0.0000067871188,0.9920185,0.004714801,0.00081962335,0.00024100907,0.000252545],"about_ca_topic_score_codex":0.000019348732,"about_ca_topic_score_gemma":0.000012534632,"teacher_disagreement_score":0.8250092,"about_ca_system_score_codex":0.0000991958,"about_ca_system_score_gemma":0.000039403218,"threshold_uncertainty_score":0.9999626},"labels":[],"label_agreement":null},{"id":"W2028213131","doi":"10.1051/lhb/2014051","title":"Effets des aléas sur la détermination de crue de sécurité des barrages à Hydro-Quebec","year":2014,"lang":"fr","type":"article","venue":"La Houille Blanche","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Humanities; Political science; Philosophy","score_opus":0.005009597598775658,"score_gpt":0.21094570110961186,"score_spread":0.20593610351083622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2028213131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.890539,0.0065268814,0.07383116,0.00031486,0.00062332425,0.00015449242,0.000022998023,0.0009539953,0.027033268],"genre_scores_gemma":[0.9784469,0.0012694745,0.011432946,0.00004866619,0.0005413316,0.000040636012,0.000018122793,0.00018766131,0.008014284],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9980304,0.00031606943,0.0003178093,0.0003093987,0.00018729093,0.00083900505],"domain_scores_gemma":[0.99831694,0.00087520026,0.000049496506,0.00040690778,0.000058216447,0.00029323332],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009966337,0.0004042803,0.00038071914,0.0001190387,0.00012167961,0.00014957729,0.00029901112,0.00046279345,0.00008715263],"category_scores_gemma":[0.00051091716,0.00045369822,0.00015845844,0.00022446532,0.00023265115,0.0002975175,0.00006746008,0.00047721344,0.000106270316],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004404413,0.0003533405,0.033644065,0.0048089037,0.00038953114,0.00028787236,0.009598553,0.38993546,0.019566149,0.01492232,0.013971093,0.51247865],"study_design_scores_gemma":[0.0016414064,0.00010499722,0.2931804,0.0012616194,0.0001623375,0.00038628868,0.00007537636,0.28612676,0.022672366,0.004738537,0.3885727,0.0010772251],"about_ca_topic_score_codex":0.0024217549,"about_ca_topic_score_gemma":0.0013539869,"teacher_disagreement_score":0.5114015,"about_ca_system_score_codex":0.00031106806,"about_ca_system_score_gemma":0.000081820865,"threshold_uncertainty_score":0.9997915},"labels":[],"label_agreement":null},{"id":"W2033217538","doi":"10.1061/(asce)st.1943-541x.0000726","title":"Accounting for Earthquake-Induced Dam-Reservoir Interaction Using Modified Accelerograms","year":2013,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Discretization; Gravity dam; Compressibility; Fluid–structure interaction; Foundation (evidence); Flexibility (engineering); Structural engineering; Seismic analysis; Boundary value problem; Boundary (topology); Software; Seismic loading; Geology; Engineering; Geotechnical engineering; Computer science; Mathematics","score_opus":0.027456543830246073,"score_gpt":0.2531803353430734,"score_spread":0.22572379151282732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033217538","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9514734,0.00015740881,0.045668375,0.000024644845,0.0022358415,0.00019502846,0.0000033142373,0.00018361176,0.00005836741],"genre_scores_gemma":[0.9834026,0.000009677885,0.01576473,0.00000683223,0.0007187634,0.000008519172,0.000003405299,0.00007819521,0.0000072568737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99860525,0.0000065203985,0.0006251803,0.000118469754,0.00022389772,0.00042068283],"domain_scores_gemma":[0.999257,0.00009484298,0.00013801409,0.00015675336,0.00020461937,0.00014874997],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001698146,0.0002722733,0.00036590578,0.0002683644,0.00006256394,0.00017017369,0.00025145485,0.000121556826,0.000032005675],"category_scores_gemma":[0.00009573095,0.0002487594,0.00020846885,0.00021569776,0.0000073429774,0.0011262741,0.000027428187,0.00045268305,0.000003495182],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007795738,0.0000023485052,0.000055011813,0.000116277435,0.00009245015,0.0000026970943,0.000092265866,0.8653582,0.1247042,0.000041255356,0.00005463877,0.009472914],"study_design_scores_gemma":[0.0005269335,0.00005275632,0.0050966516,0.0001459105,0.000033581662,0.00016116706,0.00010338208,0.984807,0.008406088,0.00006773715,0.00030634,0.00029246332],"about_ca_topic_score_codex":0.00002277072,"about_ca_topic_score_gemma":9.779775e-7,"teacher_disagreement_score":0.11944884,"about_ca_system_score_codex":0.00013907693,"about_ca_system_score_gemma":0.000015722391,"threshold_uncertainty_score":0.9999965},"labels":[],"label_agreement":null},{"id":"W2033762859","doi":"10.1520/gtj11097j","title":"A Cyclic Gradient Ratio Test Device","year":2002,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Hydraulic head; Outflow; Inflow; Mechanics; Flow (mathematics); Flow conditions; Volumetric flow rate; Head (geology); Materials science; Geotechnical engineering; Geology; Physics","score_opus":0.033841551676851135,"score_gpt":0.21409585775278597,"score_spread":0.18025430607593484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033762859","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51872677,0.005694645,0.3926262,0.0019880412,0.0032212394,0.0005643881,0.000028468352,0.010799997,0.06635024],"genre_scores_gemma":[0.98918617,0.0000840203,0.010087821,0.000060101956,0.00040509563,0.0000062529766,8.110066e-7,0.000043980515,0.00012574343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99881464,0.000014869405,0.0003819858,0.00013292777,0.00022019354,0.00043541062],"domain_scores_gemma":[0.99909616,0.0003689763,0.0000423646,0.00020553549,0.000055776225,0.0002311788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030278094,0.00018066414,0.00018642229,0.00009840455,0.00016415057,0.00009460147,0.00023888961,0.00010249706,0.0000817718],"category_scores_gemma":[0.001236075,0.00016885069,0.00008228093,0.0003837948,0.000037388418,0.00011672194,0.000031848806,0.0008533665,0.00017168182],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000014445434,0.00011289714,0.00074444513,0.00005729791,0.00004291763,0.00022877319,0.000114172966,0.88780046,0.017016895,0.00018886621,0.010069529,0.08362229],"study_design_scores_gemma":[0.0003741249,0.00011733153,0.0040716366,0.00017601921,0.000025973226,0.0023608552,0.00000837583,0.9650558,0.0004376644,0.00034464564,0.026639417,0.0003881485],"about_ca_topic_score_codex":0.0000015144806,"about_ca_topic_score_gemma":4.1763894e-7,"teacher_disagreement_score":0.4704594,"about_ca_system_score_codex":0.00009650337,"about_ca_system_score_gemma":0.000006785229,"threshold_uncertainty_score":0.68855315},"labels":[],"label_agreement":null},{"id":"W2035663047","doi":"10.1139/t04-043","title":"Melbourne's Southbank Interchange: a permanent excavation in compressible clay","year":2004,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Groundwater recharge; Excavation; Water table; Geotechnical engineering; Groundwater; Geology; Drawdown (hydrology); Groundwater flow; Aquifer; Limiting; Pore water pressure; Engineering","score_opus":0.012455025062116752,"score_gpt":0.21004403231930835,"score_spread":0.19758900725719158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035663047","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8693833,0.0019600696,0.11511062,0.004008521,0.002214431,0.00043665429,0.00006674068,0.00072852,0.006091159],"genre_scores_gemma":[0.9989033,0.000083191044,0.0005958749,0.0001461707,0.00018702453,0.000007753307,0.0000078881785,0.000032198033,0.000036603087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989434,0.000014522002,0.00030045264,0.000115967494,0.00014456878,0.00048111295],"domain_scores_gemma":[0.99926794,0.000013256002,0.000020572996,0.0001632823,0.000029816045,0.00050514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025487732,0.0001449178,0.00016780307,0.0004179313,0.00006851031,0.0000668997,0.000237539,0.00016016718,0.00006740178],"category_scores_gemma":[0.000033663124,0.00014922654,0.00006764102,0.00023782159,0.00002604128,0.00013012394,0.00001564222,0.00085423037,0.00005895627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033260815,0.000010315122,0.00008385393,0.000016877208,0.000014102758,0.00025025193,0.0002825601,0.9920312,0.0010317373,0.00051059783,0.0012489229,0.0045162407],"study_design_scores_gemma":[0.010484507,0.00053226977,0.11898742,0.0033418413,0.00012154438,0.0075302506,0.0009928116,0.55494624,0.005776103,0.021677222,0.2712081,0.0044016805],"about_ca_topic_score_codex":0.003002668,"about_ca_topic_score_gemma":0.008828598,"teacher_disagreement_score":0.43708497,"about_ca_system_score_codex":0.0008808795,"about_ca_system_score_gemma":0.00015687419,"threshold_uncertainty_score":0.60852814},"labels":[],"label_agreement":null},{"id":"W2042829940","doi":"10.1080/17486020701759644","title":"Effects of hydraulic shear stress and rate of erosion on the magnitude, degree, and rate of collapse","year":2008,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Magnitude (astronomy); Geology; Soil water; Degree of saturation; Settlement (finance); Shear (geology); Saturation (graph theory); Erosion; Hydraulic head; Shear stress; Environmental science; Void ratio; Soil science; Materials science; Petrology; Geomorphology","score_opus":0.007930708838199194,"score_gpt":0.17091981063784836,"score_spread":0.16298910179964918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2042829940","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99039173,0.0019303928,0.0072004125,0.000019142095,0.00013465382,0.00019920101,0.000027303466,0.00005445418,0.000042685508],"genre_scores_gemma":[0.99642,0.0032243258,0.00026603419,0.000009096551,0.000017017212,0.000009940502,0.000002743409,0.000031983247,0.000018810639],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992862,0.000017250002,0.00025439408,0.00014886164,0.00008697043,0.0002063506],"domain_scores_gemma":[0.99943477,0.00023190408,0.00004467835,0.0001750466,0.000038713122,0.000074863136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021339634,0.00019898766,0.00032889444,0.00012073922,0.000044123874,0.000007693806,0.00007908604,0.00007954516,0.0000025307672],"category_scores_gemma":[0.000053202515,0.00016486052,0.00003577634,0.00018100845,0.00003229195,0.00005225378,0.00006184516,0.00014324368,4.0475103e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000075605036,0.00007644591,0.00026035015,0.0054967618,0.00022534857,0.000031088322,0.0009801291,0.7088841,0.27299553,0.0063279374,0.00010268274,0.004543996],"study_design_scores_gemma":[0.001354415,0.00039804136,0.02792659,0.0009152339,0.00007757806,0.00002783563,0.00006750519,0.7265946,0.24170266,0.00025754885,0.00023853985,0.00043940818],"about_ca_topic_score_codex":0.000029316894,"about_ca_topic_score_gemma":0.0000023809166,"teacher_disagreement_score":0.031292863,"about_ca_system_score_codex":0.000007871976,"about_ca_system_score_gemma":0.0000060693865,"threshold_uncertainty_score":0.67228174},"labels":[],"label_agreement":null},{"id":"W2045171141","doi":"10.1016/s0022-460x(02)01257-9","title":"A closed-form formulation for earthquake-induced hydrodynamic pressure on gravity dams","year":2003,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"Pile; Poromechanics; Geotechnical engineering; Biot number; Submarine pipeline; Natural frequency; Vibration; Embedment; Structural engineering; Offshore geotechnical engineering; Geology; Engineering; Timoshenko beam theory; Head (geology); Pore water pressure; Mechanics; Radiation damping; Beam (structure); Porosity; Physics; Porous medium","score_opus":0.011551120331040166,"score_gpt":0.2339116935441745,"score_spread":0.22236057321313432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045171141","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8926931,0.00008166181,0.106322035,0.000024166013,0.00031828525,0.00009780753,0.000004673751,0.000027454504,0.00043079624],"genre_scores_gemma":[0.99884176,0.000016959306,0.00096013816,0.000012187275,0.00011744247,0.0000016816393,0.0000055545547,0.000013471034,0.0000308193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995351,0.000008636569,0.00020773076,0.000051895262,0.00009943857,0.00009721769],"domain_scores_gemma":[0.999759,0.00003947043,0.000059495924,0.000056321347,0.000039560553,0.000046117504],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002023937,0.000083133156,0.00011670978,0.0000708438,0.000056237637,0.000040627518,0.000027616765,0.00006354014,0.0000028675831],"category_scores_gemma":[0.000035355963,0.00007160395,0.000051329553,0.000051593892,0.0000028643294,0.00026984417,0.0000015593682,0.00010888125,9.0443496e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002695622,0.00016835309,0.0015305436,0.00073937525,0.0003319772,0.0000053785843,0.0020265777,0.7808848,0.085682,0.074546404,0.00041624773,0.053398807],"study_design_scores_gemma":[0.00295311,0.001089708,0.04819396,0.00012834315,0.0001455509,0.00007452166,0.0001324077,0.89575195,0.011054045,0.030224346,0.009781904,0.00047012873],"about_ca_topic_score_codex":5.276062e-7,"about_ca_topic_score_gemma":0.0000030941933,"teacher_disagreement_score":0.114867195,"about_ca_system_score_codex":0.000020438114,"about_ca_system_score_gemma":0.000008448302,"threshold_uncertainty_score":0.29199243},"labels":[],"label_agreement":null},{"id":"W2045237331","doi":"10.1029/2007jf000756","title":"Dam breaking by wave‐induced erosional incision","year":2008,"lang":"en","type":"article","venue":"Journal of Geophysical Research Atmospheres","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geology; Seiche; Erosion; Geotechnical engineering; Disturbance (geology); Dam break; Hydraulics; Geomorphology; Seismology; Flood myth","score_opus":0.04312341722596781,"score_gpt":0.29552151580524927,"score_spread":0.25239809857928147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045237331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949058,0.0005414269,0.0020279547,0.00010935114,0.00029357252,0.0000642657,0.0000060316665,0.00006403257,0.0019875353],"genre_scores_gemma":[0.997089,0.0002952629,0.0015879981,0.000013085591,0.0005588313,0.0000028817478,0.000002445896,0.000043688044,0.0004067689],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9974487,0.000085383406,0.00042362275,0.00013996023,0.0013615525,0.0005408226],"domain_scores_gemma":[0.99862784,0.0004230584,0.000051587584,0.00021295228,0.00034226102,0.00034230872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058439677,0.000170595,0.0003236784,0.0000362364,0.00018539788,0.00004377276,0.00034041985,0.00010593345,0.00011071892],"category_scores_gemma":[0.00032778695,0.00013816253,0.0001718356,0.00043563521,0.000092108356,0.00029227298,0.00008750111,0.0011724714,0.00008447535],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030994663,0.0005119773,0.00080696377,0.00012173778,0.0002531123,0.0008584049,0.00058512844,0.018206805,0.71538925,0.00060149236,0.19991347,0.06244173],"study_design_scores_gemma":[0.0072690235,0.0050604157,0.2749326,0.0016305988,0.00007807412,0.00213189,0.00064186216,0.3348212,0.15321665,0.006845139,0.21095416,0.0024184033],"about_ca_topic_score_codex":0.000059149632,"about_ca_topic_score_gemma":0.0000022988527,"teacher_disagreement_score":0.5621726,"about_ca_system_score_codex":0.00016370216,"about_ca_system_score_gemma":0.00009967143,"threshold_uncertainty_score":0.56341046},"labels":[],"label_agreement":null},{"id":"W2047863109","doi":"10.5539/jgg.v5n3p22","title":"A Framework for Assessing Spatial Distribution of Soil Properties in Levee Systems Based on Underlying Geology and River Morphology","year":2013,"lang":"en","type":"article","venue":"Journal of Geography and Geology","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Michigan","keywords":"Sinuosity; Levee; Geology; River morphology; Kriging; Hydrology (agriculture); Flood myth; Geotechnical engineering; Soil water; Geomorphology; Sediment; Soil science; Geography","score_opus":0.017681117197033965,"score_gpt":0.22715244720741712,"score_spread":0.20947133001038315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047863109","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8026028,0.0009945921,0.19579723,0.00013785249,0.00033753947,0.00009818015,0.0000036097501,0.000011528425,0.000016664448],"genre_scores_gemma":[0.99841255,0.00010300285,0.0013873179,0.00002144178,0.000049647042,0.000012037169,0.000003715974,0.000008875427,0.0000014095491],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99924135,0.00005205092,0.00035083672,0.00009079317,0.000059400234,0.00020558032],"domain_scores_gemma":[0.99945843,0.00023174909,0.000108713335,0.00007007835,0.00008311632,0.000047910187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024615452,0.00011435017,0.00034029558,0.00025316584,0.000035156383,0.000014858305,0.000056474884,0.00019522221,0.0000039365286],"category_scores_gemma":[0.000074403506,0.000094663046,0.00005979898,0.00008409368,0.00015248964,0.00009723727,0.000011770514,0.00024985382,2.3016696e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001915697,0.0001167141,0.32439741,0.0007492878,0.00019175137,0.000025871152,0.00035315772,0.6543478,0.00202267,0.002804838,0.00006307028,0.014735859],"study_design_scores_gemma":[0.0009341896,0.00043217483,0.7444112,0.00020968549,0.00002768226,0.000102256185,0.00013258267,0.25049272,0.00008001302,0.0029574342,0.000087291955,0.00013278924],"about_ca_topic_score_codex":0.0002412698,"about_ca_topic_score_gemma":0.000010556325,"teacher_disagreement_score":0.42001376,"about_ca_system_score_codex":0.000012462567,"about_ca_system_score_gemma":0.000013298112,"threshold_uncertainty_score":0.38602468},"labels":[],"label_agreement":null},{"id":"W2050022583","doi":"10.1061/(asce)1090-0241(2003)129:9(785)","title":"Some Uncertainties in Embankment Dam Engineering","year":2003,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Levee; Embankment dam; Geotechnical engineering; Geology; Civil engineering; Current (fluid); Engineering","score_opus":0.0033690735539411497,"score_gpt":0.1600587951357474,"score_spread":0.15668972158180625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2050022583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99158657,0.0050217663,0.0024921037,0.000041133837,0.0005399022,0.00009894886,0.0000035972296,0.00011590153,0.00010008399],"genre_scores_gemma":[0.9973636,0.0014180905,0.0010295917,0.000013717081,0.000100211626,0.0000061630763,0.0000010636518,0.000044969216,0.000022568227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987219,0.000009255043,0.0005392487,0.00013372894,0.00022699418,0.00036889847],"domain_scores_gemma":[0.99958354,0.000060573275,0.000043044653,0.00013777976,0.0000055461696,0.00016950507],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003282102,0.0002554583,0.00035794958,0.00024408971,0.00001956389,0.000024634783,0.00013291789,0.00012463989,0.000017026805],"category_scores_gemma":[0.000052613566,0.00024795815,0.000099827084,0.00013982292,0.000025702417,0.00026296734,0.000035295743,0.0005397653,0.000004485416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049083624,0.00003148933,0.000051072675,0.000072131465,0.000035753095,0.000040049483,0.000042697546,0.993716,0.004168482,0.0010533894,0.00004928267,0.0007347516],"study_design_scores_gemma":[0.0025703143,0.0003983609,0.029832738,0.0005856698,0.00007656734,0.0010883246,0.00018984746,0.8856472,0.013120874,0.00045475774,0.06469812,0.0013372629],"about_ca_topic_score_codex":0.000002096958,"about_ca_topic_score_gemma":2.4477447e-7,"teacher_disagreement_score":0.10806883,"about_ca_system_score_codex":0.00018040334,"about_ca_system_score_gemma":0.00000642987,"threshold_uncertainty_score":0.99999726},"labels":[],"label_agreement":null},{"id":"W2051800547","doi":"10.1139/l05-009","title":"Évaluation des conséquences de rupture d'un barrage : calculs détaillés ou méthode simplifiée ?","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dam failure; Flood myth; Valuation (finance); Engineering; Computer science; Forensic engineering; Geography","score_opus":0.01897279913234545,"score_gpt":0.21390711474037583,"score_spread":0.19493431560803037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051800547","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36696997,0.008857278,0.6172011,0.00038105968,0.0012583378,0.00014655138,0.000044469605,0.0002711907,0.0048700552],"genre_scores_gemma":[0.9793317,0.00014709041,0.01980908,0.000055941942,0.0005134572,0.0000043831674,0.0000037486907,0.00006780309,0.00006684694],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99858457,0.00002487481,0.00045854822,0.00011331149,0.0001932793,0.00062542723],"domain_scores_gemma":[0.9987599,0.00009414615,0.000051695548,0.00017566216,0.00011114097,0.000807439],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006402265,0.0002578422,0.00029695363,0.00041777882,0.00009145167,0.00008787392,0.000285512,0.0001502401,0.00024240791],"category_scores_gemma":[0.00022085213,0.00027265758,0.00013624717,0.00024185619,0.000041551877,0.0003202251,0.000006575047,0.0004872247,0.000015468902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015191267,0.000002895612,0.00045536566,0.00006422931,0.00007176254,0.000077445104,0.0008168967,0.98064774,0.0037303246,0.00024173807,0.0009284944,0.012961588],"study_design_scores_gemma":[0.0011113354,0.00010886874,0.022643337,0.0006684854,0.00015511937,0.0019251953,0.0002540652,0.8561938,0.009133587,0.001062621,0.10551594,0.0012276672],"about_ca_topic_score_codex":0.00016152055,"about_ca_topic_score_gemma":0.014273155,"teacher_disagreement_score":0.61236167,"about_ca_system_score_codex":0.0004591683,"about_ca_system_score_gemma":0.00029854625,"threshold_uncertainty_score":0.9999726},"labels":[],"label_agreement":null},{"id":"W2053531380","doi":"10.1680/cien.2008.161.6.35","title":"Teton dam, USA: uncovering the crucial aspect of its failure","year":2008,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geoscience BC","funders":"","keywords":"Downstream (manufacturing); Dam failure; Forensic engineering; Engineering; Geography; Operations management; Archaeology; Flood myth","score_opus":0.008421125150969233,"score_gpt":0.17945672503144167,"score_spread":0.17103559988047243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053531380","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9494644,0.002104095,0.020479055,0.0001103166,0.0029218316,0.0008558167,0.00007842404,0.0007791693,0.023206905],"genre_scores_gemma":[0.99833465,0.000325255,0.00095270027,0.0000052508713,0.00018232818,0.000031561543,0.000002127377,0.00008385116,0.00008225394],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99772024,0.0000050552167,0.00087594433,0.00026935778,0.0006278711,0.0005015312],"domain_scores_gemma":[0.99897385,0.000081217884,0.00021777296,0.0003356328,0.00028033557,0.00011118871],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003779238,0.00047783225,0.00062980875,0.00034776016,0.00012060024,0.000014890383,0.0009128268,0.00021168044,0.000036266243],"category_scores_gemma":[0.00035372007,0.00037721245,0.00035901263,0.001144932,0.0001998135,0.000496075,0.0001545239,0.000568782,0.0000044079866],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016209118,0.00003612565,0.00057075964,0.0011618919,0.00016565812,0.0000016131219,0.0009580823,0.8989856,0.08795804,0.009224746,0.00084113836,0.000080125836],"study_design_scores_gemma":[0.0017716882,0.00020313443,0.023132404,0.0024627075,0.00030197797,0.00027371277,0.00030833235,0.2872809,0.6660896,0.00017711066,0.016490864,0.001507566],"about_ca_topic_score_codex":0.000025948626,"about_ca_topic_score_gemma":0.00004209172,"teacher_disagreement_score":0.6117047,"about_ca_system_score_codex":0.00015269377,"about_ca_system_score_gemma":0.000070387025,"threshold_uncertainty_score":0.999868},"labels":[],"label_agreement":null},{"id":"W2054228748","doi":"10.1139/l00-080","title":"De nouvelles approches pour quantifier le risque de rupture d'une retenue d'eau","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Risk analysis (engineering); Population; Engineering; Computer science; Forensic engineering; Civil engineering; Business; Sociology","score_opus":0.005467227888264465,"score_gpt":0.16739415461133136,"score_spread":0.1619269267230669,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054228748","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70534515,0.011965151,0.2523424,0.0009761954,0.0016014443,0.00020117716,0.000079479745,0.00049931934,0.026989684],"genre_scores_gemma":[0.9956351,0.00012440654,0.0033301006,0.00004256048,0.00035274582,0.000003619195,0.0000030329447,0.000095011754,0.00041342838],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875027,0.000014136029,0.00035389172,0.00011111015,0.00012216736,0.0006484368],"domain_scores_gemma":[0.99892783,0.000050262883,0.000034292825,0.00019410474,0.00005209864,0.00074138126],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031859588,0.0002426117,0.00029869832,0.00029794587,0.000070170434,0.00008343103,0.00030794833,0.00018212451,0.00020510721],"category_scores_gemma":[0.000077376164,0.00026929763,0.00014947535,0.0002905719,0.000025257124,0.00016869619,0.000004145539,0.00059059187,0.000017436301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000035167636,0.000004427935,0.00013035312,0.00008698816,0.00008010472,0.00024275057,0.00094520056,0.9869319,0.0034925274,0.00028148812,0.0062334235,0.0015673252],"study_design_scores_gemma":[0.00090278115,0.00006244096,0.008974518,0.00064678944,0.00008284112,0.0019782528,0.00034089448,0.7119866,0.0040331823,0.00037412602,0.26962897,0.0009886379],"about_ca_topic_score_codex":0.0010757929,"about_ca_topic_score_gemma":0.008795739,"teacher_disagreement_score":0.29028994,"about_ca_system_score_codex":0.00032428012,"about_ca_system_score_gemma":0.00064826524,"threshold_uncertainty_score":0.9999759},"labels":[],"label_agreement":null},{"id":"W2054553549","doi":"10.1139/t05-095","title":"Hydromechanical analysis of flow behavior in concrete gravity dam foundations","year":2006,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Gravity dam; Geotechnical engineering; Geology; Foundation (evidence); Joint (building); Rock mass classification; Classification of discontinuities; Lithology; Flow (mathematics); Safety factor; Finite element method; Engineering; Structural engineering; Mechanics; Petrology","score_opus":0.007521601994282633,"score_gpt":0.21037490563795233,"score_spread":0.20285330364366969,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2054553549","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9289391,0.00020571353,0.06879381,0.00020977683,0.00041892967,0.00016012158,0.00023474456,0.00015802766,0.0008797816],"genre_scores_gemma":[0.9985364,0.000018581308,0.0012680892,0.00001618338,0.000062482664,0.000007933661,0.000046953985,0.000019033845,0.00002434173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998868,0.000022548104,0.0004600761,0.00011609349,0.00016158554,0.00037172777],"domain_scores_gemma":[0.9993317,0.00004399557,0.000032832562,0.00020988843,0.000042590913,0.00033897188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029401685,0.00012650054,0.0003197464,0.00086956297,0.000054801614,0.00003298662,0.00021416855,0.00016898873,0.00013527156],"category_scores_gemma":[0.000042220145,0.00013796028,0.00020149133,0.0010323934,0.00003913802,0.00007772718,0.000010962024,0.00054166483,0.0000074191385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000020247996,0.0000073926767,0.0013756045,0.000005402058,0.00009837862,0.0001244616,0.000008493112,0.99378526,0.0016306968,0.00072082784,0.00046705472,0.00177443],"study_design_scores_gemma":[0.00028143486,0.00003135411,0.11382785,0.000021188363,0.00035232372,0.00008467595,0.000007486294,0.8799036,0.00013196001,0.00037477378,0.0047287936,0.00025455008],"about_ca_topic_score_codex":0.00965763,"about_ca_topic_score_gemma":0.02895425,"teacher_disagreement_score":0.11388162,"about_ca_system_score_codex":0.00036752998,"about_ca_system_score_gemma":0.00011131599,"threshold_uncertainty_score":0.99693716},"labels":[],"label_agreement":null},{"id":"W2057162047","doi":"10.1139/t07-005","title":"A procedure for the design of protective filters","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Piping; Permeability (electromagnetism); Geotechnical engineering; Internal erosion; Particle-size distribution; Filter (signal processing); Filter design; Soil gradation; Particle size; Environmental science; Soil science; Geology; Engineering; Soil water; Water content; Environmental engineering; Chemistry","score_opus":0.01323323810232338,"score_gpt":0.20693997330015157,"score_spread":0.1937067351978282,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057162047","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008483795,0.00028542784,0.9977543,0.00033894155,0.00020161475,0.00039670788,0.000013891177,0.000058330028,0.00010241205],"genre_scores_gemma":[0.9956176,0.000019844354,0.004074269,0.00006212284,0.0001530233,0.000022411437,5.7997437e-7,0.00002498118,0.000025133999],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992975,0.0000066922844,0.00019874325,0.000060810537,0.00009104884,0.00034518345],"domain_scores_gemma":[0.9993661,0.00016989598,0.000023657707,0.00011428284,0.00006138101,0.0002647038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007107459,0.00008996735,0.00010682546,0.000116654264,0.00009678007,0.000017177525,0.00021447605,0.0000993056,0.00001093614],"category_scores_gemma":[0.00018136782,0.00006600989,0.000073197196,0.00015228376,0.000036138044,0.00003776468,0.000004480804,0.00037989792,0.0000019363426],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020634721,0.0000035632343,0.000006270545,0.000030063771,0.000058315476,0.000016121206,0.00008684063,0.9752693,0.0013976472,0.00022109551,0.0056321267,0.017257998],"study_design_scores_gemma":[0.0009285831,0.00034426458,0.0053497576,0.00021402091,0.000084497,0.0008938804,0.00028127903,0.89719373,0.0059506223,0.002316811,0.0859056,0.0005369658],"about_ca_topic_score_codex":0.0002717218,"about_ca_topic_score_gemma":0.00056966837,"teacher_disagreement_score":0.9947693,"about_ca_system_score_codex":0.00017954691,"about_ca_system_score_gemma":0.00015257823,"threshold_uncertainty_score":0.2691805},"labels":[],"label_agreement":null},{"id":"W2057393228","doi":"10.1139/l00-068","title":"Analyse expérimentale de l'effet d'un couvert de glace sur la propagation de l'onde de rupture de barrage","year":2000,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cascade; Geology; Cover (algebra); Geomorphology; Meteorology; Environmental science; Physics; Engineering","score_opus":0.002452763784225864,"score_gpt":0.16421401305537237,"score_spread":0.1617612492711465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057393228","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8398765,0.001746832,0.15565357,0.00008960038,0.00020860968,0.00008537426,0.00002331157,0.00015092002,0.002165323],"genre_scores_gemma":[0.99420613,0.00016166255,0.0048840754,0.00007491983,0.00028208282,0.000008072917,0.00000568436,0.00010158384,0.00027581138],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99839365,0.000050751343,0.00036266324,0.00012812276,0.00016218021,0.00090261956],"domain_scores_gemma":[0.9984759,0.00008486587,0.000044464916,0.00020675537,0.000044649154,0.0011433782],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008062812,0.0002766572,0.00029999862,0.00033033727,0.00007379869,0.00011953445,0.00033541908,0.00020728486,0.00030560794],"category_scores_gemma":[0.00013178127,0.00032076094,0.00015544068,0.00029644746,0.000022187898,0.00036587912,0.0000063715215,0.0006671637,0.000005605997],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007774114,0.000009036773,0.0026765298,0.000099789184,0.0001204941,0.0005032962,0.0013940351,0.97043955,0.021253739,0.0000350655,0.002190091,0.0012706172],"study_design_scores_gemma":[0.00131397,0.000087770095,0.042265356,0.0006239008,0.00018224302,0.0036759337,0.00020185017,0.8825175,0.034108896,0.00008940937,0.03405885,0.0008742764],"about_ca_topic_score_codex":0.00097401225,"about_ca_topic_score_gemma":0.00935457,"teacher_disagreement_score":0.15432964,"about_ca_system_score_codex":0.0018100406,"about_ca_system_score_gemma":0.00089043257,"threshold_uncertainty_score":0.9999244},"labels":[],"label_agreement":null},{"id":"W2060083799","doi":"10.1680/geolett.14.00055","title":"On the use of empirical methods for assessment of filters in embankment dams","year":2014,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Uppsala Universitet; Kungliga Tekniska Högskolan; Chalmers Tekniska Högskola","keywords":"Gradation; Internal erosion; Levee; Geotechnical engineering; Plot (graphics); Erosion; Filter (signal processing); Instability; Geotextile; Geology; Environmental science; Civil engineering; Computer science; Mathematics; Engineering; Statistics; Mechanics","score_opus":0.06443481595455725,"score_gpt":0.3649208891722906,"score_spread":0.30048607321773335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060083799","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07856051,0.0000031678696,0.9193346,0.0014738295,0.00009789602,0.00030129906,0.000007016167,0.00009751389,0.00012417407],"genre_scores_gemma":[0.64340144,0.0000056241174,0.35546386,0.0009467829,0.000015206853,0.00013076719,0.0000046178266,0.000026598906,0.0000050734834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931234,0.00007850077,0.000252204,0.000106280924,0.00009036434,0.00016030953],"domain_scores_gemma":[0.9989064,0.0007197633,0.000034791006,0.00030697708,0.0000104912315,0.000021588168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006191433,0.00011149382,0.0002009806,0.000104163766,0.00001067532,0.000006225099,0.00014543197,0.000063620624,0.000004271708],"category_scores_gemma":[0.00008305571,0.000086532935,0.000078715726,0.00012409851,0.000030130706,0.000031501822,0.00001874864,0.00017213759,2.4257523e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016580241,0.000050111586,0.00027734556,0.00023747933,0.000052682113,6.1374226e-7,0.0002004701,0.692359,0.254365,0.004979304,0.023710936,0.023750508],"study_design_scores_gemma":[0.0004235317,0.00019046439,0.00644312,0.00023217908,0.000020484644,0.0000015103845,0.000009031973,0.80011344,0.15029603,0.00063676725,0.04132951,0.0003039256],"about_ca_topic_score_codex":0.00000997834,"about_ca_topic_score_gemma":0.00000102763,"teacher_disagreement_score":0.5648409,"about_ca_system_score_codex":0.00006163267,"about_ca_system_score_gemma":0.0000042746856,"threshold_uncertainty_score":0.35287106},"labels":[],"label_agreement":null},{"id":"W2066554988","doi":"10.1139/cgj-2012-0274","title":"Development of semi-physically based model to predict erosion rate of kaolinite clay under different moisture content","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Baylor University","keywords":"Kaolinite; Geotechnical engineering; Water content; Ultimate tensile strength; Erosion; Soil water; Materials science; Moisture; Environmental science; Soil science; Geology; Composite material; Metallurgy; Geomorphology","score_opus":0.018925984617527942,"score_gpt":0.20005426932488796,"score_spread":0.18112828470736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066554988","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3282833,0.000020807354,0.67103916,0.00022663706,0.00013699266,0.00009493965,0.000027892083,0.000052842748,0.00011740632],"genre_scores_gemma":[0.99419844,0.0000068433064,0.0054465653,0.00021176033,0.00006075262,0.0000065695094,0.000008978322,0.00003321302,0.000026869542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877614,0.000025283001,0.0005146623,0.00012779576,0.00019875917,0.000357391],"domain_scores_gemma":[0.9988116,0.000049078688,0.000055570727,0.00022063045,0.000104023995,0.00075909274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030524484,0.00018601982,0.00032978627,0.00019890985,0.00005632332,0.000015912858,0.00025744556,0.0001507749,0.000011476428],"category_scores_gemma":[0.000057166726,0.00015980168,0.000110583176,0.00013005882,0.00002719404,0.00003453039,0.000021393758,0.00044297296,0.0000038947323],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001181257,0.000017136257,0.00003356485,0.000035998,0.00002784148,0.0000020023813,0.000047650137,0.9371394,0.060163125,0.00021460271,0.00048577794,0.0018210739],"study_design_scores_gemma":[0.0004632204,0.00006796267,0.013263791,0.00027241622,0.000022100965,0.0000060253283,0.00001098611,0.9731921,0.0104687475,0.00016925714,0.0018401946,0.00022323118],"about_ca_topic_score_codex":0.00016240812,"about_ca_topic_score_gemma":0.0012246321,"teacher_disagreement_score":0.66591513,"about_ca_system_score_codex":0.000278623,"about_ca_system_score_gemma":0.00022256396,"threshold_uncertainty_score":0.65165234},"labels":[],"label_agreement":null},{"id":"W2066894755","doi":"10.1680/gr.14.00007","title":"Extending the Kenney–Lau method to dam core soils of glacial till","year":2014,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Svenska kraftnät; Uppsala Universitet; Luleå Tekniska Universitet; Chalmers Tekniska Högskola; University of British Columbia; Kungliga Tekniska Högskolan","keywords":"Glacial period; Soil water; Erosion; Internal erosion; Geology; Core (optical fiber); Benchmark (surveying); Environmental science; Geotechnical engineering; Soil science; Geomorphology; Engineering; Geodesy","score_opus":0.07290259726803795,"score_gpt":0.3885764818528093,"score_spread":0.31567388458477136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066894755","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08994114,0.00028837708,0.8847092,0.0013816704,0.00039498063,0.0006387148,0.000024312832,0.0007875592,0.021834048],"genre_scores_gemma":[0.9915873,0.000045775167,0.0077531147,0.00003062491,0.00022218132,0.000051144703,0.0000030328913,0.000043105163,0.00026371732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980918,0.00013227286,0.00027671136,0.00022566057,0.00063658267,0.00063694327],"domain_scores_gemma":[0.9979541,0.0011104067,0.0000123276195,0.00061445107,0.00011311687,0.00019563526],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0045565637,0.00013096933,0.0002351729,0.00018935512,0.00010897242,0.000029441466,0.0006489993,0.00015204606,0.0000624355],"category_scores_gemma":[0.0013675401,0.00009764206,0.00008760223,0.0006917021,0.00008853245,0.000040551397,0.00025588044,0.0008364929,0.00013577021],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006229704,0.000049433624,0.000030738003,0.00019115402,0.000052582025,0.000008173178,0.00023481768,0.52241117,0.06820757,0.038411457,0.017385866,0.35295472],"study_design_scores_gemma":[0.00031615718,0.0002514919,0.0041996804,0.00012741593,0.000011354927,0.0000121790745,0.00004658265,0.5970448,0.013123195,0.0045660716,0.37998503,0.00031603113],"about_ca_topic_score_codex":0.000041688905,"about_ca_topic_score_gemma":0.000009114556,"teacher_disagreement_score":0.9016462,"about_ca_system_score_codex":0.000074605145,"about_ca_system_score_gemma":0.000022882135,"threshold_uncertainty_score":0.39817277},"labels":[],"label_agreement":null},{"id":"W2067136210","doi":"10.1002/eqe.55","title":"An experimental investigation of water level effects on the dynamic behaviour of a large arch dam","year":2001,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Nicolet Chartrand Knoll (Canada); WSP (Canada); Université de Sherbrooke","funders":"","keywords":"Arch dam; Structural engineering; Arch; Vibration; Foundation (evidence); Engineering; Finite element method; Geotechnical engineering; Dynamic testing; Acceleration; Harmonic; Geography","score_opus":0.007608188621260462,"score_gpt":0.21969195443486278,"score_spread":0.21208376581360233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067136210","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99202293,0.00006471178,0.006732613,0.000024155495,0.0005390102,0.00023220068,0.00008987251,0.00025849385,0.000036002657],"genre_scores_gemma":[0.9986884,0.00000864403,0.00095604867,0.000009220794,0.00005284145,0.000018966553,0.00016030198,0.00007635201,0.000029245066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987077,0.000029041874,0.0003619999,0.00020176251,0.00027957445,0.00041990704],"domain_scores_gemma":[0.9993053,0.000085733955,0.00003692214,0.0004364611,0.00003824364,0.00009735693],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017178994,0.0003108953,0.0002979518,0.00015636305,0.000052851465,0.000019718023,0.00027908714,0.000116797746,0.000018674862],"category_scores_gemma":[0.000018574909,0.00022941096,0.00010513087,0.00019782103,0.000039196035,0.00014656893,0.00003420019,0.00032505847,0.0000043485047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040031704,0.000035340407,0.007863567,0.00035964267,0.00013208005,0.000022242986,0.0024662903,0.75086904,0.21515906,0.0043082195,0.000014092732,0.01873038],"study_design_scores_gemma":[0.0002834287,0.00012516761,0.46128502,0.0000717639,0.000014249973,0.000016192742,0.00005905002,0.4978387,0.040033635,0.000030668984,0.000011602319,0.00023051599],"about_ca_topic_score_codex":0.000022704562,"about_ca_topic_score_gemma":0.000025376246,"teacher_disagreement_score":0.45342147,"about_ca_system_score_codex":0.000097527285,"about_ca_system_score_gemma":0.000008433225,"threshold_uncertainty_score":0.9355107},"labels":[],"label_agreement":null},{"id":"W2067769653","doi":"10.1139/t00-029","title":"A method for assessing the relative likelihood of failure of embankment dams by piping","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":157,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Bureau of Reclamation; University of New South Wales","keywords":"Piping; Engineering; Dam failure; Levee; Embankment dam; Geotechnical engineering; Weighting; Forensic engineering; Civil engineering; Flood myth","score_opus":0.0069963589144652035,"score_gpt":0.24787499491103523,"score_spread":0.24087863599657003,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2067769653","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021258814,0.0010326332,0.97418326,0.0015899183,0.00016985026,0.00025412877,0.00010945359,0.000069695256,0.0013322247],"genre_scores_gemma":[0.9640583,0.00006847643,0.03558879,0.00006761409,0.00009133214,0.000009762904,0.0000059641966,0.00003552088,0.00007428464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902195,0.000034496465,0.0003763153,0.000088630615,0.00013772564,0.0003408952],"domain_scores_gemma":[0.9993148,0.00016011456,0.000052459385,0.00016373377,0.000055724973,0.00025318327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059702655,0.00012087404,0.00022527033,0.000089358946,0.00010036354,0.000029893332,0.00024187035,0.0001292677,0.000087768974],"category_scores_gemma":[0.0000548532,0.000095415984,0.00014063854,0.00017575847,0.000035981913,0.00011336244,0.0000066336615,0.0004797649,0.0000015765497],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010477841,0.000025561263,0.0000388613,0.00011628687,0.00030005368,0.000014147787,0.00051949534,0.6823576,0.012173865,0.0009443248,0.026179267,0.2773201],"study_design_scores_gemma":[0.0011212007,0.00017939448,0.001278902,0.00064744765,0.00018856385,0.00032960452,0.0003371313,0.6291102,0.006306977,0.0043340605,0.3555919,0.00057461066],"about_ca_topic_score_codex":0.0006667523,"about_ca_topic_score_gemma":0.00026912303,"teacher_disagreement_score":0.94279945,"about_ca_system_score_codex":0.00017309522,"about_ca_system_score_gemma":0.00013383807,"threshold_uncertainty_score":0.3890951},"labels":[],"label_agreement":null},{"id":"W2068233059","doi":"10.1007/s11440-015-0373-0","title":"Experimental evaluation of the performance of earth levees deteriorated by wildlife activities","year":2015,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Levee; Geotechnical engineering; Geology; Lateral earth pressure; Deformation (meteorology); Pore water pressure","score_opus":0.022322745335272134,"score_gpt":0.23286784220559958,"score_spread":0.21054509687032746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068233059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985179,0.00027515506,0.00008188613,0.000021388041,0.00014262492,0.000118110875,0.000013675126,0.00010452833,0.0007247855],"genre_scores_gemma":[0.9997902,0.000013076054,0.000108398046,0.000006329186,0.000011550541,0.00001613333,0.0000036568083,0.0000156663,0.00003502354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993429,0.0000237357,0.00015831851,0.00006668478,0.00030272562,0.00010560627],"domain_scores_gemma":[0.99961644,0.000014372926,0.000040329138,0.0002531448,0.000047208192,0.000028484012],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028049177,0.00008764307,0.000120867066,0.000029137893,0.000016872604,0.0000046999266,0.00015839598,0.00005764707,0.000012518614],"category_scores_gemma":[0.000027073322,0.000070238944,0.0000328706,0.00012258285,0.00004496224,0.00011811662,0.000035904613,0.00008720005,0.0000014097244],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009094045,0.000026690997,0.00015164421,0.000027577891,0.0000241252,4.1902805e-8,0.0002835902,0.14988111,0.84642935,0.0000052478326,0.0019902766,0.0011712742],"study_design_scores_gemma":[0.00029680753,0.00006725129,0.0023713482,0.00004407406,0.000017348786,0.000002125257,0.000109907356,0.20398279,0.7897816,0.000002338248,0.0032245559,0.000099910096],"about_ca_topic_score_codex":0.000009898652,"about_ca_topic_score_gemma":8.2706526e-7,"teacher_disagreement_score":0.056647778,"about_ca_system_score_codex":0.0000325672,"about_ca_system_score_gemma":0.0000378947,"threshold_uncertainty_score":0.2864261},"labels":[],"label_agreement":null},{"id":"W2068753425","doi":"10.2478/s13531-013-0111-z","title":"Seismic analysis of high arch dams considering contraction-peripheral joints coupled effects","year":2013,"lang":"en","type":"article","venue":"Open Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Arch dam; Arch; Finite element method; Joint (building); Structural engineering; Fluid–structure interaction; Geotechnical engineering; Foundation (evidence); Seismic analysis; Geology; Engineering; Law","score_opus":0.006733083528922967,"score_gpt":0.21710078701589758,"score_spread":0.21036770348697462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068753425","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8617372,0.0001619108,0.13562788,0.000022896333,0.0007154812,0.00051229604,0.000013991671,0.0004328949,0.0007754574],"genre_scores_gemma":[0.99365145,0.000039773444,0.005844757,0.000018284878,0.000058025922,0.00014508088,0.000038495094,0.00008634657,0.00011779368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985442,0.000015773923,0.0004810422,0.00027682673,0.00021106648,0.00047107186],"domain_scores_gemma":[0.9990056,0.00023363558,0.000051146366,0.00046532173,0.00007174301,0.0001725174],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001938293,0.00032576305,0.00075536774,0.0003771247,0.000045909987,0.00013618573,0.00039241923,0.00011661632,0.0002567942],"category_scores_gemma":[0.000075106946,0.0003515407,0.00015942566,0.0008047703,0.000021091302,0.00047400448,0.000103037986,0.00029228072,0.000040921248],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004543781,0.000017427717,0.00051621353,0.00015342855,0.001145905,0.000008063486,0.00011233181,0.9620999,0.03464365,0.00016089306,0.00012400186,0.0010136263],"study_design_scores_gemma":[0.00053611706,0.000027111764,0.046832185,0.00008475368,0.00024248147,0.000008815618,0.000023290693,0.94542986,0.0060269954,0.000016980062,0.000400629,0.00037077334],"about_ca_topic_score_codex":0.0010847895,"about_ca_topic_score_gemma":0.000018881889,"teacher_disagreement_score":0.13191426,"about_ca_system_score_codex":0.00012939419,"about_ca_system_score_gemma":0.000016677679,"threshold_uncertainty_score":0.99989367},"labels":[],"label_agreement":null},{"id":"W2073369088","doi":"10.1139/t01-092","title":"The 2000 R.M. Hardy Lecture: Full-scale hydraulic performance of soilbentonite and compacted clay liners","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Bentonite; Geotechnical engineering; Permeability (electromagnetism); Leakage (economics); Hydraulic conductivity; Clay soil; Geosynthetic clay liner; Filter cake; Geology; Environmental science; Soil water; Soil science; Environmental engineering; Chemistry","score_opus":0.006031596060035992,"score_gpt":0.1683729482563737,"score_spread":0.1623413521963377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2073369088","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9816987,0.007556905,0.0034466074,0.0027432344,0.0007575474,0.00018695212,0.00004057738,0.0002304316,0.0033390292],"genre_scores_gemma":[0.9977794,0.0017203933,0.00013557535,0.00008224054,0.00012296988,0.000001955744,0.0000019932047,0.000025804573,0.00012961766],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990109,0.000016946145,0.00028154938,0.00009001925,0.00015413287,0.00044644464],"domain_scores_gemma":[0.99915403,0.00003970906,0.000032698958,0.00019262689,0.000043624354,0.00053731294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001972647,0.00014668013,0.00017921685,0.00013107518,0.00020260685,0.000066464534,0.000225675,0.00012912878,0.00007905038],"category_scores_gemma":[0.000027755996,0.000113894195,0.00006408829,0.00022045433,0.00009338242,0.00007811523,0.000011198486,0.0007082752,0.000015647061],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001522493,0.000010723611,0.0004981872,0.000039676506,0.00009028084,0.00003190184,0.0001819336,0.91566706,0.002437267,0.00002201514,0.017058065,0.063947685],"study_design_scores_gemma":[0.0002949994,0.00010177166,0.01116571,0.000061748666,0.000021496557,0.0005115651,0.000009029729,0.8227115,0.00022042498,0.000018078528,0.16466497,0.00021867706],"about_ca_topic_score_codex":0.00030774102,"about_ca_topic_score_gemma":0.0015271114,"teacher_disagreement_score":0.1476069,"about_ca_system_score_codex":0.00019148007,"about_ca_system_score_gemma":0.000056123587,"threshold_uncertainty_score":0.46444705},"labels":[],"label_agreement":null},{"id":"W2075862795","doi":"10.1139/l10-004","title":"Long-term thermal two- and three-dimensional analysis of roller compacted concrete dams supported by monitoring verification","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Thermal; Roller-compacted concrete; Term (time); Thermal analysis; Boundary value problem; Field (mathematics); Boundary (topology); Calibration; Geotechnical engineering; Structural engineering; Engineering; Geology; Materials science; Mathematics; Physics; Meteorology","score_opus":0.00653143621131106,"score_gpt":0.20148302980587415,"score_spread":0.1949515935945631,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075862795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99243456,0.0007318752,0.005705743,0.00001865544,0.0008386057,0.000055896377,0.00005221938,0.000046349407,0.00011606511],"genre_scores_gemma":[0.99935806,0.00001318011,0.00040514613,0.0000029077326,0.00013947995,0.0000016322783,0.000026504611,0.000043399956,0.000009715369],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988962,0.000008179011,0.00047067527,0.000113000475,0.00018724728,0.00032471627],"domain_scores_gemma":[0.9989693,0.000068810885,0.00009780626,0.00020395766,0.00013127664,0.00052881404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002528053,0.00020764615,0.00043263266,0.000648615,0.000042003274,0.000041503652,0.00018033106,0.00010833671,0.00014798957],"category_scores_gemma":[0.000048628797,0.0002184019,0.00012829721,0.00048008916,0.00004016634,0.00019221642,0.0000074214595,0.00047454197,0.0000014410177],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006987547,0.0000023876044,0.0673724,0.0000449981,0.00090695685,0.000034003107,0.00015593877,0.66931874,0.26148212,0.00002409084,0.00008403448,0.0005673423],"study_design_scores_gemma":[0.00065712084,0.000031835178,0.60817665,0.000098589764,0.00042027788,0.00005604457,0.0000085825295,0.38075268,0.009208647,0.0000015883033,0.00026748457,0.0003205321],"about_ca_topic_score_codex":0.0002893154,"about_ca_topic_score_gemma":0.0060563055,"teacher_disagreement_score":0.5408042,"about_ca_system_score_codex":0.00007232741,"about_ca_system_score_gemma":0.00009515635,"threshold_uncertainty_score":0.8906171},"labels":[],"label_agreement":null},{"id":"W2076023677","doi":"10.1139/l05-046","title":"Évaluation de la remontée des vagues sur des barrages en milieu forestier créant des retenues modestes","year":2005,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography","score_opus":0.011185335242548002,"score_gpt":0.1915808103362424,"score_spread":0.1803954750936944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2076023677","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9096271,0.012493069,0.0760421,0.000027225595,0.00026143665,0.00006207311,0.000010997159,0.00014518604,0.0013308356],"genre_scores_gemma":[0.9712186,0.0007996602,0.027405465,0.000008549002,0.00039360943,0.0000050678377,0.000002812558,0.000091341775,0.00007490594],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99864286,0.000047938578,0.00041759823,0.00011475714,0.00017959104,0.00059727655],"domain_scores_gemma":[0.9987926,0.00023968694,0.000043614662,0.00017040668,0.00013982746,0.00061388436],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008827093,0.00026709103,0.00029747272,0.00045658663,0.00011673626,0.00010734641,0.0002592713,0.00015118289,0.000036554855],"category_scores_gemma":[0.00069914316,0.00028150997,0.00013114387,0.00023100057,0.000111358044,0.0005219669,0.00000909072,0.00039417236,0.000004312027],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033906047,0.0000042349,0.0040189363,0.00016279405,0.00007719163,0.0000715356,0.0035673296,0.96749455,0.0049841413,0.00006347863,0.00038920014,0.019163236],"study_design_scores_gemma":[0.000589163,0.000085383595,0.14454176,0.0012007763,0.000099688856,0.00078826223,0.00023914703,0.83583236,0.006628209,0.0016349608,0.007719215,0.0006410664],"about_ca_topic_score_codex":0.000556279,"about_ca_topic_score_gemma":0.033050634,"teacher_disagreement_score":0.14052281,"about_ca_system_score_codex":0.00066537864,"about_ca_system_score_gemma":0.00023226703,"threshold_uncertainty_score":0.9999637},"labels":[],"label_agreement":null},{"id":"W2079342698","doi":"10.1061/(asce)em.1943-7889.0000064","title":"Practical Formulas for Frequency Domain Analysis of Earthquake-Induced Dam-Reservoir Interaction","year":2009,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexibility (engineering); Frequency domain; Compressibility; Gravity dam; Modal analysis; Foundation (evidence); Earthquake engineering; Modal; Computer science; Geology; Engineering; Geotechnical engineering; Structural engineering; Finite element method; Mathematics","score_opus":0.021480400764021548,"score_gpt":0.2756742950957549,"score_spread":0.2541938943317334,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079342698","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3139057,0.000085633605,0.6848675,0.00010155694,0.0007621153,0.000091228605,0.000011701146,0.000082446306,0.000092146416],"genre_scores_gemma":[0.9164124,0.000053083728,0.08331091,0.000010413043,0.00016544029,0.000002997977,0.00000688749,0.000033823268,0.0000040068758],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985288,0.000012829413,0.00076731644,0.000110933644,0.0002881559,0.00029201186],"domain_scores_gemma":[0.9990155,0.00019976593,0.00018962135,0.00023695578,0.00021285976,0.00014531445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005974725,0.00021522037,0.0005676268,0.00072037923,0.000023397153,0.00002617639,0.00018526489,0.0001482342,0.000013294376],"category_scores_gemma":[0.00031688143,0.00021063384,0.00043340324,0.000685122,0.000002400754,0.00037625298,0.000010289443,0.0003982095,0.0000011951595],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003891296,0.00005598636,0.0000045957086,0.00008113097,0.00095177983,0.000015672302,0.00015837168,0.86351955,0.11962671,0.014288895,0.00017376374,0.0010846629],"study_design_scores_gemma":[0.00066789973,0.00056506053,0.00063658797,0.00012619059,0.00071566366,0.00007471598,0.000081925304,0.9806815,0.013135662,0.0016634213,0.0013463825,0.0003049892],"about_ca_topic_score_codex":0.0000013374703,"about_ca_topic_score_gemma":0.0000026569678,"teacher_disagreement_score":0.60250676,"about_ca_system_score_codex":0.00013702128,"about_ca_system_score_gemma":0.00003269953,"threshold_uncertainty_score":0.8589399},"labels":[],"label_agreement":null},{"id":"W2079441853","doi":"10.1139/t04-071","title":"An analysis of stressstrain behaviour and wetting effects on quarried rock shells","year":2005,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Wetting; Geology; Stress (linguistics); Elasticity (physics); Stress–strain curve; Work (physics); Structural engineering; Finite element method; Engineering; Materials science; Mechanical engineering","score_opus":0.00401548654059521,"score_gpt":0.20385776142369774,"score_spread":0.19984227488310252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079441853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986782,0.00023916051,0.012143802,0.00022593007,0.00011320057,0.00007404753,0.00006134459,0.00011549005,0.0002450247],"genre_scores_gemma":[0.99910367,0.000031059928,0.0006057517,0.000067968496,0.0001471547,0.0000018075722,0.000008155683,0.000023910836,0.000010555258],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990687,0.000027276372,0.0002792117,0.00012820112,0.00014747809,0.00034915918],"domain_scores_gemma":[0.9989262,0.00006479617,0.000033331442,0.00019831763,0.000028172404,0.0007491689],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002509118,0.000145751,0.00027270216,0.0005556454,0.00007318483,0.00004566595,0.00017118898,0.00014553782,0.000057941026],"category_scores_gemma":[0.000044564364,0.00014773213,0.00010313634,0.00031722727,0.000014710351,0.000089975256,0.0000055933533,0.0004914808,0.0000038126984],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000025324293,0.000008591253,0.0008937476,0.00001224805,0.0001331943,0.000041445193,0.000059040496,0.96742344,0.001131697,0.0000714902,0.0001666336,0.030055923],"study_design_scores_gemma":[0.00030375228,0.00013154767,0.103621565,0.00008501094,0.00033212814,0.00005107928,0.000049033173,0.89210796,0.0018463962,0.000017867818,0.0011682574,0.0002853708],"about_ca_topic_score_codex":0.0007517268,"about_ca_topic_score_gemma":0.003063181,"teacher_disagreement_score":0.102727816,"about_ca_system_score_codex":0.0001774827,"about_ca_system_score_gemma":0.000049182567,"threshold_uncertainty_score":0.60243416},"labels":[],"label_agreement":null},{"id":"W2083028458","doi":"10.1016/j.finel.2012.09.001","title":"Three dimensional smoothed fixed grid finite element method for the solution of unconfined seepage problems","year":2012,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Islamic Azad University","keywords":"Smoothing; Finite element method; Nonlinear system; Mathematics; Grid; Geometry; Boundary (topology); Boundary value problem; Uniqueness; Boundary element method; Polygon mesh; Mathematical analysis; Applied mathematics; Structural engineering; Engineering","score_opus":0.029004370891748597,"score_gpt":0.2553817038996547,"score_spread":0.2263773330079061,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083028458","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0018365079,0.00071837986,0.99660987,0.00004193726,0.00017483515,0.00042667784,0.000077163844,0.000043238684,0.00007140431],"genre_scores_gemma":[0.8449317,0.00012968754,0.15434965,0.000044143344,0.0001008535,0.00020798092,0.00012912348,0.00003089424,0.00007595359],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998704,0.00005689189,0.0005144511,0.00016192238,0.00020410413,0.0003586025],"domain_scores_gemma":[0.9986892,0.0008826655,0.00008496895,0.00023884198,0.000042297313,0.00006207727],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017845697,0.00018496289,0.0003369883,0.00027080986,0.0000722323,0.000017470831,0.000118089956,0.00006198599,0.000092942624],"category_scores_gemma":[0.00007292961,0.00013848781,0.00013988404,0.0005770925,0.000018885294,0.00007980308,0.000032151474,0.00010192387,0.0000023194857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003390405,0.00006422636,0.0067764507,0.0000644549,0.0010583712,2.5848425e-7,0.00022303667,0.979803,0.0016462537,0.00021399559,0.0004819739,0.009634031],"study_design_scores_gemma":[0.00065893534,0.000052412714,0.012243455,0.000020780275,0.0004805752,2.1128315e-7,0.000019978615,0.9822041,0.0010884783,0.00018467521,0.0028784194,0.00016797504],"about_ca_topic_score_codex":0.00005906542,"about_ca_topic_score_gemma":0.000111347785,"teacher_disagreement_score":0.8430952,"about_ca_system_score_codex":0.000038556398,"about_ca_system_score_gemma":0.00000975678,"threshold_uncertainty_score":0.5647369},"labels":[],"label_agreement":null},{"id":"W2083588701","doi":"10.1007/s11069-010-9501-1","title":"Experimental investigation into embankment external suffusion","year":2010,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Core Research for Evolutional Science and Technology","keywords":"Internal erosion; Hydraulic head; Geotechnical engineering; Embankment dam; Hydrogeology; Geology; Moraine; Erosion; Levee; Geomorphology","score_opus":0.003661476663132133,"score_gpt":0.2148725954711924,"score_spread":0.21121111880806026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083588701","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9940086,0.00059076404,0.00047865612,0.000051009385,0.0032753942,0.00007225062,0.0000019335866,0.0004422363,0.0010791536],"genre_scores_gemma":[0.99457544,0.0000072114562,0.0047942544,0.000039693066,0.00030184205,0.0000117767095,0.000015162202,0.000024810111,0.00022980977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935734,0.0000059884806,0.00013622278,0.00012510875,0.00020015087,0.00017520259],"domain_scores_gemma":[0.9997044,0.0000109797475,0.000011583267,0.00015894142,0.00002132678,0.0000927324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000085419364,0.00013660941,0.00009512479,0.000060010447,0.000053482145,0.000032439424,0.00012074268,0.000093723764,0.0000942778],"category_scores_gemma":[0.000013389903,0.00012564044,0.0000479695,0.000086473585,0.00002654836,0.00014278198,0.000030339117,0.00041355524,0.00006288482],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004101258,0.000007775908,0.00011555874,0.000014715277,0.000006876543,0.0000039552447,0.00044414157,0.0012219998,0.9801259,0.0004932983,0.00095336104,0.016608287],"study_design_scores_gemma":[0.00044441278,0.000036571135,0.010719213,0.000035261543,0.000006711067,0.000025969373,0.000058843747,0.15416242,0.8261135,0.00030523748,0.0077405083,0.000351341],"about_ca_topic_score_codex":0.000029502904,"about_ca_topic_score_gemma":0.000013484781,"teacher_disagreement_score":0.15401241,"about_ca_system_score_codex":0.00007482081,"about_ca_system_score_gemma":0.000012339893,"threshold_uncertainty_score":0.5123468},"labels":[],"label_agreement":null},{"id":"W2085412852","doi":"10.1139/t00-030","title":"The statistics of embankment dam failures and accidents","year":2000,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":971,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Piping; Levee; Embankment dam; Geotechnical engineering; Foundation (evidence); Population; Dam failure; Engineering; Forensic engineering; Flood myth; Geography","score_opus":0.003934722106196005,"score_gpt":0.18577567478228962,"score_spread":0.18184095267609363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085412852","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8471989,0.015121031,0.11119979,0.008514287,0.0030291674,0.0008896892,0.0008012157,0.0006691817,0.012576722],"genre_scores_gemma":[0.9978793,0.0010438298,0.00076673995,0.000033535707,0.00006197619,0.0000016161628,0.0000018078831,0.000014734117,0.00019643133],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99938434,0.0000099461595,0.00019678386,0.000049651055,0.000111398025,0.0002478727],"domain_scores_gemma":[0.9994722,0.000045817473,0.000013032085,0.00011834409,0.000020952652,0.00032965423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016032523,0.00007637135,0.000092132155,0.000048262802,0.00011842337,0.000053964857,0.00015919561,0.000056346213,0.00012879394],"category_scores_gemma":[0.000029827588,0.000059058028,0.000024188494,0.00006145008,0.00004516153,0.000036944544,0.0000062937797,0.00028724544,0.000009910531],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010651156,0.000008322587,0.00026835492,0.000028984035,0.00011689856,0.00013187726,0.00011058704,0.410524,0.00021971321,0.0028044053,0.053542905,0.5322333],"study_design_scores_gemma":[0.00038673257,0.00007182984,0.027507752,0.00007361822,0.000031591062,0.00046772687,0.000046483317,0.087556936,0.00012428075,0.0020104225,0.8814466,0.0002760403],"about_ca_topic_score_codex":0.0012282636,"about_ca_topic_score_gemma":0.0027092856,"teacher_disagreement_score":0.8279037,"about_ca_system_score_codex":0.000079945225,"about_ca_system_score_gemma":0.00005433788,"threshold_uncertainty_score":0.24083166},"labels":[],"label_agreement":null},{"id":"W2086657354","doi":"10.1002/eqe.206","title":"Two‐dimensional modelling of ice cover effects for the dynamic analysis of concrete gravity dams","year":2002,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Foundation (evidence); Cover (algebra); Gravity dam; Geotechnical engineering; Geology; Compressibility; Engineering; Structural engineering; Finite element method; Mechanical engineering; Aerospace engineering","score_opus":0.006596698128405473,"score_gpt":0.19936998061831762,"score_spread":0.19277328248991216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2086657354","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6784479,0.000656048,0.31966385,0.000009938231,0.0005553897,0.00022662067,0.0002546366,0.00016122343,0.000024408997],"genre_scores_gemma":[0.9921581,0.000046456695,0.0074926163,0.0000055085225,0.000040282084,0.000016745755,0.00011467258,0.00006538928,0.000060219998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99856186,0.00001502145,0.0004944426,0.00023750639,0.0002928896,0.00039826834],"domain_scores_gemma":[0.9984215,0.0008642821,0.000087738044,0.00044933782,0.0000952048,0.00008197568],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001724716,0.00034046065,0.0006130539,0.00025746215,0.00006395501,0.000019904344,0.0002781276,0.00011316691,0.000020878791],"category_scores_gemma":[0.00006800481,0.00029041764,0.0003900833,0.00074185024,0.00005679588,0.00011304717,0.000037418264,0.00028082932,0.000002241413],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009405874,0.000002008408,0.00008898568,0.00023448939,0.0009639694,0.0000014602496,0.00011881496,0.9876728,0.0009285332,0.0009910465,0.0000065652284,0.008981898],"study_design_scores_gemma":[0.00043805974,0.000036439098,0.031599123,0.00004583799,0.00059040746,0.0000038364005,0.000006148993,0.96670955,0.00020709827,0.0000348953,0.0000348478,0.00029373448],"about_ca_topic_score_codex":0.000036382367,"about_ca_topic_score_gemma":0.00001540761,"teacher_disagreement_score":0.3137102,"about_ca_system_score_codex":0.00008373587,"about_ca_system_score_gemma":0.0000064735705,"threshold_uncertainty_score":0.9999548},"labels":[],"label_agreement":null},{"id":"W2088500352","doi":"10.1139/t10-070","title":"A hydromechanical relation governing internal stability of cohesionless soil","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":145,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Instability; Geotechnical engineering; Geology; Permeameter; Gradation; Stress path; Soil water; Flow (mathematics); Effective stress; Mechanics; Hydraulic conductivity; Soil science; Shear (geology); Physics","score_opus":0.01697628298563015,"score_gpt":0.18012446837506899,"score_spread":0.16314818538943884,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088500352","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8137538,0.00022685125,0.17891724,0.000090326066,0.00080957124,0.00010436687,0.000049060294,0.00022512345,0.005823683],"genre_scores_gemma":[0.99883485,0.00003394434,0.0009938289,0.00002229955,0.000071452705,0.0000019826991,0.0000025709614,0.000025710437,0.000013345875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894166,0.000028381952,0.0004067032,0.0001097292,0.0001831699,0.0003303374],"domain_scores_gemma":[0.9991224,0.000036719415,0.000050046216,0.00019568615,0.000053632943,0.0005415572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045934092,0.00012545532,0.00019897736,0.00013931724,0.000058437825,0.000015394318,0.00025515552,0.00017903205,0.0003321458],"category_scores_gemma":[0.00012717248,0.00012541685,0.00011018733,0.00014562665,0.000041513045,0.00011825564,0.000020729161,0.0007380799,0.000024961675],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036225514,0.0004175758,0.021073695,0.000744191,0.0010358852,0.0018470513,0.004734517,0.7038383,0.060854074,0.012564829,0.014031217,0.17849642],"study_design_scores_gemma":[0.0014649173,0.00043805296,0.11054823,0.00066078606,0.0001177432,0.001736865,0.0002597616,0.83900046,0.022992164,0.004344963,0.017225202,0.0012108281],"about_ca_topic_score_codex":0.002523706,"about_ca_topic_score_gemma":0.0016700119,"teacher_disagreement_score":0.1850811,"about_ca_system_score_codex":0.00036051887,"about_ca_system_score_gemma":0.00013129883,"threshold_uncertainty_score":0.51143503},"labels":[],"label_agreement":null},{"id":"W2088765952","doi":"10.1016/j.sbspro.2013.10.017","title":"Integration of a Consultancy Hydrotechnical Scale Model into Teaching Hydraulics","year":2013,"lang":"en","type":"article","venue":"Procedia - Social and Behavioral Sciences","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"Universiti Teknologi Malaysia","keywords":"Hydraulics; Syllabus; Engineering; Civil engineering; Process (computing); Scale (ratio); Engineering management; Computer science; Mathematics education; Physics; Psychology","score_opus":0.031662596761866314,"score_gpt":0.2944370612226923,"score_spread":0.262774464460826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088765952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9917699,0.000068086774,0.0060811383,0.00013520844,0.00006620304,0.000115247196,0.0000028474326,0.00015865143,0.0016026939],"genre_scores_gemma":[0.9918034,0.000013989921,0.008073129,0.000008127271,0.00004083445,0.000030867755,0.0000019384602,0.000006492546,0.000021206264],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999402,0.000006237349,0.00015817743,0.00012117871,0.00015587847,0.00015655896],"domain_scores_gemma":[0.9998504,0.000012376548,0.000021652717,0.000033723056,0.000029979808,0.000051850595],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015092279,0.000092198134,0.00012528793,0.000044126486,0.00016741174,0.000042652984,0.0001091097,0.00007799762,0.0000047708277],"category_scores_gemma":[0.000016523123,0.00007550517,0.000028070393,0.00014948485,0.00019436468,0.00027377997,0.000026261365,0.0001565758,0.000002762161],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000056401414,0.0002174738,0.0040457235,0.00016282905,0.0000105713325,7.9383256e-7,0.016804988,0.013561524,0.44038326,0.0050244145,0.00082058564,0.5189622],"study_design_scores_gemma":[0.00021474958,0.00012113333,0.008476302,0.00005116163,0.000030842126,0.0000036274155,0.0009855984,0.97500926,0.006985583,0.007644196,0.00011358032,0.00036394503],"about_ca_topic_score_codex":0.00016640266,"about_ca_topic_score_gemma":0.00004446118,"teacher_disagreement_score":0.9614478,"about_ca_system_score_codex":0.000018229417,"about_ca_system_score_gemma":0.000017382898,"threshold_uncertainty_score":0.30790117},"labels":[],"label_agreement":null},{"id":"W2089889059","doi":"10.1139/l01-003","title":"Measurements of laboratory rates of concrete expansion and their comparisons with field rates","year":2001,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Alkali–aggregate reaction; Aggregate (composite); Reliability (semiconductor); Geotechnical engineering; Structural engineering; Laboratory test; Environmental science; Field (mathematics); Rebar; Residual; Instrumentation (computer programming); Engineering; Forensic engineering; Computer science; Materials science; Mathematics; Composite material","score_opus":0.01481988094517139,"score_gpt":0.19307722161212068,"score_spread":0.1782573406669493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089889059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9717111,0.00499708,0.022249296,0.00004118356,0.00031441695,0.00006636882,0.000018957144,0.000027043465,0.0005745522],"genre_scores_gemma":[0.99916285,0.00010259045,0.00064954936,0.000007737768,0.000042328415,0.0000010056889,0.0000011390836,0.00002840616,0.0000043910254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992818,0.000009907446,0.00033041087,0.000060491908,0.000104971856,0.00021240122],"domain_scores_gemma":[0.99931705,0.00007413297,0.00006223885,0.00011557443,0.00016028638,0.00027069318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020466176,0.0001542143,0.0003371859,0.00025596406,0.000022258884,0.000013050242,0.000115875766,0.00005980061,0.000026346348],"category_scores_gemma":[0.000060615792,0.00013250805,0.00004120513,0.00021755401,0.000027355625,0.0001244615,0.0000045112665,0.00019154788,2.563024e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024798399,0.0000033495792,0.034302227,0.0003102754,0.00028165025,0.00004095678,0.0008429711,0.89184296,0.070849665,0.000035111647,0.0010058153,0.0004601981],"study_design_scores_gemma":[0.003965661,0.0011827876,0.062196996,0.004609683,0.00021551254,0.00050883455,0.0012672361,0.25797644,0.6524018,0.00002131081,0.014145536,0.0015081901],"about_ca_topic_score_codex":0.00019924456,"about_ca_topic_score_gemma":0.0043845847,"teacher_disagreement_score":0.63386655,"about_ca_system_score_codex":0.0000418363,"about_ca_system_score_gemma":0.00012705308,"threshold_uncertainty_score":0.54035217},"labels":[],"label_agreement":null},{"id":"W2094503022","doi":"10.1139/l03-052","title":"Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Core Research for Evolutional Science and Technology","keywords":"Arch dam; Structural engineering; Cracking; Arch; Finite element method; Nonlinear system; Geology; Geotechnical engineering; Engineering; Materials science","score_opus":0.005056941290039561,"score_gpt":0.18794229794828518,"score_spread":0.18288535665824562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2094503022","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9770053,0.0004897511,0.021809775,0.0000037280954,0.00016185132,0.00014830801,0.000032087235,0.000011177732,0.00033800284],"genre_scores_gemma":[0.9970807,0.000019518126,0.0028277247,0.000003520128,0.0000129527925,0.000005505446,0.0000014664247,0.000044173557,0.0000044499056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998464,0.000066907945,0.0007642321,0.00011351008,0.00021499261,0.00037636387],"domain_scores_gemma":[0.99882644,0.00033645256,0.00014915725,0.00021879817,0.000151634,0.00031750448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010144082,0.00021417359,0.0005952936,0.00086142385,0.0000115885705,0.000006971095,0.00024445407,0.00011972465,0.000006239704],"category_scores_gemma":[0.0005266693,0.00023827626,0.00014445868,0.00055849535,0.00007221089,0.00014768804,0.0000072146504,0.00044427122,4.0447182e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049330323,0.0000036809909,0.003650232,0.00036749567,0.0000935609,0.00003505913,0.0007575338,0.9629024,0.03194572,0.000049686427,0.000015549298,0.00012969924],"study_design_scores_gemma":[0.0025655762,0.00050266937,0.30930674,0.0020488563,0.00008601982,0.00031189463,0.0002755936,0.6222087,0.061531182,0.000038796134,0.00038603507,0.00073791767],"about_ca_topic_score_codex":0.00031311094,"about_ca_topic_score_gemma":0.00046621935,"teacher_disagreement_score":0.3406937,"about_ca_system_score_codex":0.00018149368,"about_ca_system_score_gemma":0.00033656694,"threshold_uncertainty_score":0.9716624},"labels":[],"label_agreement":null},{"id":"W2101403812","doi":"10.1139/l04-076","title":"Dynamic response of a concrete dam impounding an ice-covered reservoir: Part II. Parametric and numerical study","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Gravity dam; Parametric statistics; Geology; Finite element method; Geotechnical engineering; Crest; Structural engineering; Engineering; Mathematics","score_opus":0.009166467648561511,"score_gpt":0.21088088183422296,"score_spread":0.20171441418566144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2101403812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9882232,0.0013042837,0.009439023,0.00003725823,0.00065411953,0.0001381535,0.000028769098,0.00007107323,0.000104112994],"genre_scores_gemma":[0.99874663,0.000027325927,0.0010537369,0.000006322871,0.000072817595,0.000004031937,0.0000024850845,0.000073804054,0.000012826657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984342,0.000041479692,0.0006274877,0.00016149147,0.0002463525,0.00048897974],"domain_scores_gemma":[0.99856764,0.0001505667,0.00009323437,0.00028832594,0.000093565875,0.00080666045],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00088592176,0.00026251067,0.0004934035,0.00093173276,0.00008389964,0.000058672013,0.0002865498,0.00010679555,0.000021726828],"category_scores_gemma":[0.00049730367,0.00028450403,0.00009613108,0.0006848446,0.00003320709,0.00035016716,0.000020906024,0.00046674546,0.0000012228793],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000054299453,0.0000098769315,0.000777793,0.000069403264,0.00014116621,0.00024168899,0.0011801064,0.9944231,0.0028555559,0.0000840433,0.000047387606,0.000115583294],"study_design_scores_gemma":[0.010256532,0.0057738665,0.16303602,0.0018787729,0.00047940938,0.0024097292,0.0023382807,0.79787153,0.0022430276,0.0003464907,0.010672549,0.002693809],"about_ca_topic_score_codex":0.0004183694,"about_ca_topic_score_gemma":0.0022190374,"teacher_disagreement_score":0.19655158,"about_ca_system_score_codex":0.00043004367,"about_ca_system_score_gemma":0.0003005111,"threshold_uncertainty_score":0.9999607},"labels":[],"label_agreement":null},{"id":"W2102077214","doi":"10.1139/l04-035","title":"Discussion of \"Influence of effective parameters of non-orthogonal smeared crack approach in seismic response of concrete arch dams\"","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Core Research for Evolutional Science and Technology","keywords":"Arch; Structural engineering; Arch dam; Geology; Geotechnical engineering; Engineering; Forensic engineering","score_opus":0.004618273990120617,"score_gpt":0.19192453084840205,"score_spread":0.18730625685828145,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2102077214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9667374,0.0003085953,0.032480255,0.00001418223,0.00014904459,0.00015736408,0.000054659544,0.000009752146,0.0000887569],"genre_scores_gemma":[0.9965898,0.00002003408,0.0033207063,0.0000021682254,0.000016208936,0.0000042192737,0.0000025833604,0.000041103332,0.000003191996],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.998389,0.00003997408,0.0008705068,0.00011572591,0.00025421727,0.0003305468],"domain_scores_gemma":[0.9989353,0.00019658609,0.00020618316,0.0002274649,0.00014966668,0.00028482845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074446894,0.00021183155,0.00066265155,0.0008650541,0.000010950348,0.0000048053494,0.00028182694,0.00011979599,0.0000037063146],"category_scores_gemma":[0.00029981264,0.00019122922,0.00017501533,0.0005288505,0.00009101634,0.00015881089,0.000013923206,0.000398162,2.1988441e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000097859986,0.000006142855,0.0017566275,0.0005694472,0.000082930426,0.000026909558,0.0012209718,0.90582657,0.09012959,0.000027023798,0.00000489775,0.00025105657],"study_design_scores_gemma":[0.003898985,0.00080302055,0.4595102,0.005564145,0.00011063782,0.00019196341,0.00043831836,0.40982428,0.11881063,0.000076087264,0.00007218806,0.0006995419],"about_ca_topic_score_codex":0.0006190664,"about_ca_topic_score_gemma":0.00059651287,"teacher_disagreement_score":0.49600226,"about_ca_system_score_codex":0.00022431629,"about_ca_system_score_gemma":0.00036105886,"threshold_uncertainty_score":0.77981013},"labels":[],"label_agreement":null},{"id":"W2102182813","doi":"10.5539/cis.v6n4p154","title":"Partitioned Methods in Computational Modelling on Fluid-Structure Interactions of Concrete Gravity-Dam","year":2013,"lang":"en","type":"article","venue":"Computer and Information Science","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Gravity dam; Computer science; Coupling (piping); Fluid–structure interaction; Partition (number theory); Software; Finite element method; Flow (mathematics); Fluid dynamics; Computational science; Mechanics; Mechanical engineering; Structural engineering; Mathematics; Physics","score_opus":0.013901058276846052,"score_gpt":0.2690453994940434,"score_spread":0.2551443412171973,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2102182813","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13905957,0.000005447651,0.85991347,0.00002732848,0.00022699566,0.00006294362,0.0000056213075,0.000042606312,0.0006560158],"genre_scores_gemma":[0.84266216,0.0000056231715,0.15724422,0.000060959912,0.000011374142,0.0000034461395,0.000009307108,0.0000017384784,0.0000011542696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995043,0.000008563179,0.00022151158,0.000055105338,0.000115365016,0.000095153424],"domain_scores_gemma":[0.99971753,0.00006014919,0.000024258734,0.000070144684,0.00008529097,0.000042638294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016088517,0.000059731778,0.00008062493,0.00022966265,0.00004741782,0.00006549848,0.00007943538,0.000017739716,0.000012801526],"category_scores_gemma":[0.000007489786,0.00005559221,0.000012455485,0.00028719433,0.000057983867,0.001993027,0.000020298477,0.00008112655,0.000008742505],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[6.6460535e-7,6.6490117e-7,0.000023903716,0.000015550851,0.0000014122991,2.0948853e-8,0.00046540648,0.985325,0.00054662884,0.0032200553,0.000054004264,0.010346703],"study_design_scores_gemma":[0.000105403255,0.000012299472,0.0035717061,0.000022904753,7.0039187e-7,0.0000029598498,0.000018984152,0.9939555,0.0010317346,0.0007289247,0.0004890989,0.00005979529],"about_ca_topic_score_codex":0.000006329393,"about_ca_topic_score_gemma":1.3164686e-7,"teacher_disagreement_score":0.7036026,"about_ca_system_score_codex":0.000023397184,"about_ca_system_score_gemma":0.0000119543665,"threshold_uncertainty_score":0.22669844},"labels":[],"label_agreement":null},{"id":"W2104787992","doi":"10.1061/(asce)gt.1943-5606.0000790","title":"Capillary Tube Model for Internal Stability of Cohesionless Soil","year":2013,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Hydro (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Instability; Capillary action; Friction angle; Geology; Stability (learning theory); Soil water; Boundary (topology); Engineering; Mechanics; Mathematics; Materials science; Computer science; Soil science; Physics; Mathematical analysis","score_opus":0.00620869754086877,"score_gpt":0.16750519987368553,"score_spread":0.16129650233281675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104787992","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9102182,0.00058837776,0.08879939,0.000054314223,0.0001320151,0.000126315,0.000014866306,0.000044229564,0.000022320944],"genre_scores_gemma":[0.9973417,0.00031316766,0.0022218653,0.000010261906,0.000056839708,0.000010309323,0.0000020014293,0.000030319403,0.000013558681],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989868,0.0000045674306,0.00051990093,0.00010008447,0.00017308739,0.00021560703],"domain_scores_gemma":[0.99956274,0.00007663071,0.00006386981,0.00012721914,0.000020784622,0.00014877549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020395483,0.00017090687,0.00032726256,0.00007808313,0.000019038474,0.000012683239,0.00014691001,0.00010449432,0.000026832155],"category_scores_gemma":[0.000030663086,0.00015075036,0.00013986533,0.00004409896,0.00004519954,0.00018744636,0.000055097764,0.00026753082,0.0000015315404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013205733,0.000036301724,0.000040263352,0.00017394942,0.00004810775,0.0000018231826,0.000049210255,0.9673176,0.028950537,0.00003179659,0.00012083898,0.0032163807],"study_design_scores_gemma":[0.0004070913,0.000106515385,0.003619765,0.00007629997,0.000024792005,0.00005828691,0.000028472614,0.9780189,0.017117504,0.0001147359,0.00027067182,0.00015700093],"about_ca_topic_score_codex":0.000005252782,"about_ca_topic_score_gemma":2.8783816e-7,"teacher_disagreement_score":0.0871235,"about_ca_system_score_codex":0.00006657928,"about_ca_system_score_gemma":0.000005841198,"threshold_uncertainty_score":0.61474216},"labels":[],"label_agreement":null},{"id":"W2106964347","doi":"10.1139/t10-071","title":"Spatial and temporal progression of internal erosion in cohesionless soil","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":238,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Hydro (Canada)","funders":"","keywords":"Permeameter; Internal erosion; Geotechnical engineering; Geology; Instability; Hydraulic head; Soil water; Displacement (psychology); Erosion; Flow (mathematics); Hydraulic conductivity; Mechanics; Soil science; Geomorphology","score_opus":0.011959786801822355,"score_gpt":0.20527612256568986,"score_spread":0.1933163357638675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2106964347","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807393,0.0003813064,0.017384894,0.00006245556,0.00041098832,0.00009123674,0.000011788765,0.00006736651,0.00085064885],"genre_scores_gemma":[0.9989998,0.00006154733,0.0008401421,0.000018045925,0.0000532614,0.000002057835,0.0000012547335,0.000017085806,0.000006850603],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99926925,0.000015725826,0.00027945396,0.000083150684,0.00010577963,0.00024664268],"domain_scores_gemma":[0.9994687,0.000011207885,0.000029683802,0.00009324277,0.000025905523,0.00037129704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023234206,0.00009951573,0.0001560769,0.00022963935,0.00003057535,0.000014834567,0.00013770959,0.00012821327,0.00005220081],"category_scores_gemma":[0.00003049852,0.0000898194,0.000035635647,0.000092814844,0.000044932964,0.00008077392,0.000019656736,0.00045218173,0.0000024296867],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030241828,0.00022433462,0.33869204,0.00046224796,0.00012608789,0.0024964176,0.002269073,0.04574525,0.02092135,0.0008415922,0.0064932294,0.58142596],"study_design_scores_gemma":[0.0018038335,0.0004633005,0.6196782,0.0016121597,0.000027240325,0.0011729618,0.00011952111,0.35838258,0.009203729,0.0012373768,0.005568768,0.00073030964],"about_ca_topic_score_codex":0.009973844,"about_ca_topic_score_gemma":0.010738806,"teacher_disagreement_score":0.5806956,"about_ca_system_score_codex":0.00010351349,"about_ca_system_score_gemma":0.000072411836,"threshold_uncertainty_score":0.9966188},"labels":[],"label_agreement":null},{"id":"W2113414203","doi":"10.5430/air.v1n2p22","title":"Integrated ANN model for earthfill dams seepage analysis: Sattarkhan Dam in Iran","year":2012,"lang":"en","type":"article","venue":"Artificial Intelligence Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Piezometer; Artificial neural network; Backpropagation; Radial basis function; Multilayer perceptron; Engineering; Finite element method; Artificial intelligence; Computer science; Structural engineering; Geotechnical engineering; Groundwater; Aquifer","score_opus":0.23428253314448014,"score_gpt":0.4086283935201503,"score_spread":0.17434586037567015,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2113414203","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.29209483,0.00048990385,0.7044518,0.00009590283,0.00028393324,0.000498412,0.00009378687,0.00028630547,0.0017051138],"genre_scores_gemma":[0.9962526,0.00009657497,0.0029958687,0.00000946628,0.00015535424,0.00012857874,0.00007752992,0.000049633894,0.00023440848],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975179,0.00008845389,0.00049350667,0.0002879082,0.00041646234,0.0011957776],"domain_scores_gemma":[0.9988432,0.0003063546,0.000015830276,0.00043566158,0.0001393887,0.0002595884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0025353606,0.0002082095,0.00031988646,0.00093095924,0.00011426277,0.00008197251,0.00036526885,0.00015977953,0.00007983038],"category_scores_gemma":[0.00027162145,0.00020551975,0.0001524319,0.0024624877,0.00009405353,0.00029756298,0.000054953474,0.0006111204,0.00018906126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041422227,0.00010675661,0.001342102,0.00005238852,0.00012733616,0.000002906808,0.00219314,0.9523366,0.0050585633,0.003813894,0.00026351886,0.03466139],"study_design_scores_gemma":[0.000027558106,0.000032715103,0.00062859687,0.000023862955,0.00002479153,6.975679e-7,0.00085432606,0.9833814,0.012133545,0.0018413336,0.000822238,0.00022893935],"about_ca_topic_score_codex":0.00016607955,"about_ca_topic_score_gemma":0.000895922,"teacher_disagreement_score":0.70415777,"about_ca_system_score_codex":0.00017312348,"about_ca_system_score_gemma":0.000032570057,"threshold_uncertainty_score":0.83808523},"labels":[],"label_agreement":null},{"id":"W2115645776","doi":"10.4028/www.scientific.net/amm.670-671.599","title":"A Study on Solving the Seepage Flow Model of Three-Area Composite Reservoir","year":2014,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nexen (Canada)","funders":"","keywords":"Boundary value problem; Flow (mathematics); Boundary (topology); Composite number; Constant (computer programming); Mathematics; Geotechnical engineering; Mechanics; Computer science; Geology; Mathematical analysis; Geometry; Physics; Algorithm","score_opus":0.01910280570251255,"score_gpt":0.19811081187861684,"score_spread":0.1790080061761043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2115645776","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6461374,0.000017113049,0.35207412,0.000017424652,0.00020542816,0.00032217937,0.00003523499,0.00014297692,0.0010481033],"genre_scores_gemma":[0.997038,0.000020811123,0.0027805443,0.000029320907,0.000037793074,0.000045124747,0.000006175728,0.000034246197,0.000007963361],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99935704,0.000012486398,0.00020801924,0.00013575949,0.00012017368,0.00016649612],"domain_scores_gemma":[0.9995678,0.000049198043,0.000028523973,0.0003043619,0.000012982292,0.0000371279],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046817207,0.0001468444,0.00024567408,0.000033934084,0.000061122475,0.00003640471,0.00013883167,0.000051563806,0.0000054161455],"category_scores_gemma":[0.0000066599687,0.00010736657,0.000019547948,0.00004411313,0.000005246667,0.000020558335,0.0000674056,0.000067086694,0.000004668242],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038616246,0.000046170462,0.0000010755981,0.000102320446,0.00006880304,7.6084063e-7,0.0006681471,0.34669337,0.5461249,0.10538755,0.0001239835,0.0007443109],"study_design_scores_gemma":[0.0006113208,0.00010513711,0.000060399427,0.00004053312,0.000047222256,0.0000013986111,0.00011352943,0.90474737,0.072297856,0.021575505,0.00016034351,0.0002394042],"about_ca_topic_score_codex":0.000006727224,"about_ca_topic_score_gemma":0.0000056498525,"teacher_disagreement_score":0.558054,"about_ca_system_score_codex":0.000009419041,"about_ca_system_score_gemma":0.0000030094493,"threshold_uncertainty_score":0.43782815},"labels":[],"label_agreement":null},{"id":"W2120087804","doi":"10.1139/t11-069","title":"Diagnosis of embankment dam distresses using Bayesian networks. Part I. Global-level characteristics based on a dam distress database","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bayesian network; Embankment dam; Levee; Bayesian probability; Engineering; Database; Forensic engineering; Data mining; Computer science; Artificial intelligence; Geotechnical engineering","score_opus":0.0304191155228594,"score_gpt":0.22274142809593192,"score_spread":0.19232231257307253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120087804","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.12612985,0.00076195144,0.85755324,0.00026411528,0.0032402042,0.00049216655,0.009705323,0.00042063562,0.0014325116],"genre_scores_gemma":[0.9971658,0.0002007136,0.0021045536,0.00008903113,0.00025008636,0.000013263185,0.00012417766,0.00004747839,0.000004873603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99828595,0.000036635218,0.0005536775,0.00021391583,0.00025739262,0.0006524074],"domain_scores_gemma":[0.9982876,0.000056669396,0.00009702356,0.00049216556,0.0000653893,0.0010011325],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00022543645,0.00029600304,0.00036150598,0.0001440381,0.00013039782,0.00005604033,0.000428538,0.00017942235,0.00022230625],"category_scores_gemma":[0.000118153155,0.00029644393,0.00014007727,0.00028885767,0.00008131823,0.00010816909,0.000031754174,0.00053606177,0.0000047639282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004189503,0.00016596165,0.008394603,0.00016126232,0.00013110365,0.00077328936,0.000030123272,0.95592326,0.000032279262,0.00030626473,0.0054733916,0.028566582],"study_design_scores_gemma":[0.0004510529,0.000091792695,0.048252076,0.0009610865,0.00011302252,0.000110431225,0.000018170316,0.9407308,0.00018975064,0.000043669046,0.008468792,0.0005693597],"about_ca_topic_score_codex":0.0025357662,"about_ca_topic_score_gemma":0.0016168552,"teacher_disagreement_score":0.871036,"about_ca_system_score_codex":0.0005381631,"about_ca_system_score_gemma":0.00017331529,"threshold_uncertainty_score":0.99994874},"labels":[],"label_agreement":null},{"id":"W2120462981","doi":"10.1139/l04-062","title":"Une modélisation théorique nouvelle de la rupture par submersion d'une digue en terre et sa validation","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geology; Geotechnical engineering; Erosion; Hydraulics; Dam failure; Geomorphology; Engineering; Geography","score_opus":0.0037896499399228518,"score_gpt":0.18180778731104896,"score_spread":0.17801813737112612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2120462981","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44092897,0.00069912244,0.5524843,0.0008232571,0.0011537754,0.00012353834,0.000024018813,0.00017943824,0.0035836108],"genre_scores_gemma":[0.99786633,0.000103860984,0.0016274039,0.000027117727,0.00026432463,0.0000037648826,0.00001681489,0.00006783005,0.000022548431],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990278,0.000028027649,0.00032272842,0.00009947861,0.00015493682,0.00036702328],"domain_scores_gemma":[0.9992326,0.000067548586,0.000052035084,0.00014729878,0.000054276035,0.00044628064],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047888528,0.00021349562,0.00022323654,0.00035471687,0.00005516601,0.00007457013,0.00018850468,0.00019488289,0.000023148647],"category_scores_gemma":[0.00010227295,0.00023063684,0.000103522354,0.0003504017,0.000017865448,0.0003270575,0.0000062562744,0.0005635022,0.0000045817314],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000023654688,0.000004922247,0.00021375642,0.000063036685,0.00004237301,0.000089274705,0.0023758784,0.9901364,0.005633393,0.00053002377,0.00051914604,0.00038944682],"study_design_scores_gemma":[0.006578651,0.00046584907,0.13736914,0.0036894465,0.00035939505,0.0034309907,0.001985499,0.6834847,0.05908732,0.0049346797,0.09494783,0.0036665157],"about_ca_topic_score_codex":0.0015347087,"about_ca_topic_score_gemma":0.010370771,"teacher_disagreement_score":0.55693734,"about_ca_system_score_codex":0.00059826724,"about_ca_system_score_gemma":0.00030555794,"threshold_uncertainty_score":0.9405098},"labels":[],"label_agreement":null},{"id":"W2125214920","doi":"10.1061/47633(412)1","title":"Embedment Depth Influence on an Uplifting Anchor","year":2011,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"China Scholarship Council","keywords":"Embedment; Punching; Geotechnical engineering; Failure mode and effects analysis; Geology; Anchoring; Displacement (psychology); Deformation (meteorology); Digital image correlation; Shear (geology); Structural engineering; Engineering; Materials science; Composite material","score_opus":0.01965709424746988,"score_gpt":0.2107904984089256,"score_spread":0.19113340416145572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125214920","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8580689,0.000019864696,0.008994758,0.0000037139725,0.00018661212,0.00005401332,0.0000012578441,0.0009214745,0.13174942],"genre_scores_gemma":[0.99423516,0.0000074739505,0.0054806625,0.000055937642,0.00003883723,0.000008415072,0.0000018552458,0.00002418816,0.00014748248],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9995122,0.000004067843,0.00010978875,0.00010772085,0.000075912394,0.0001903032],"domain_scores_gemma":[0.999674,0.000008827001,0.00000591918,0.00021244734,0.000010818308,0.00008797907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006983916,0.00010308399,0.00007548252,0.0000412456,0.000022710468,0.000011186674,0.00010374803,0.000036415844,0.000099364086],"category_scores_gemma":[0.000007724172,0.00009373243,0.000020240437,0.00006790991,0.000006325017,0.000111448,0.00001044135,0.00009459674,0.00016281403],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026096382,0.00016687815,0.008873099,0.000119756776,0.00008366616,0.000041686217,0.003858662,0.8771695,0.012911323,0.014323882,0.0014226168,0.081002876],"study_design_scores_gemma":[0.00094249815,0.0005249151,0.46210188,0.0001556268,0.00002878185,0.00002024617,0.0003646024,0.4280914,0.09187102,0.0005678746,0.013797491,0.0015336359],"about_ca_topic_score_codex":0.00002224955,"about_ca_topic_score_gemma":0.0000109669,"teacher_disagreement_score":0.4532288,"about_ca_system_score_codex":0.000025909303,"about_ca_system_score_gemma":0.0000029036316,"threshold_uncertainty_score":0.38222978},"labels":[],"label_agreement":null},{"id":"W2125548385","doi":"10.1002/eqe.205","title":"An experimental evaluation of ice cover effects on the dynamic behaviour of a concrete gravity dam","year":2002,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Gravity dam; Foundation (evidence); Cover (algebra); Geotechnical engineering; Geology; Crest; Engineering; Structural engineering; Geography; Finite element method","score_opus":0.007939156845959201,"score_gpt":0.22522136390771033,"score_spread":0.21728220706175114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2125548385","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99622375,0.00031657866,0.0018750244,0.000011437036,0.00072221825,0.00037297435,0.00010028167,0.00023616398,0.0001415607],"genre_scores_gemma":[0.9992529,0.0000103176535,0.00051491876,0.0000057649545,0.00004629371,0.000025960491,0.00005855244,0.00006754029,0.000017749859],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984926,0.000060731316,0.00036471235,0.00021837624,0.00055424427,0.00030933032],"domain_scores_gemma":[0.9990525,0.00019175245,0.00006989367,0.0005145362,0.00008542176,0.00008587162],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00030005415,0.00032281663,0.0003327776,0.00011805955,0.000047897767,0.00002316903,0.00027464272,0.0001223034,0.000072344046],"category_scores_gemma":[0.000084374755,0.00027842438,0.00012578875,0.00024298488,0.000044850858,0.0001563023,0.000023473358,0.0003188429,0.0000082717925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000098451055,0.000009571806,0.00029526142,0.00012296435,0.00007535433,0.0000028997254,0.0004955128,0.9546999,0.01769747,0.0011692276,0.000015795931,0.025406193],"study_design_scores_gemma":[0.0004110533,0.00013745876,0.16653293,0.00006588702,0.00005256764,0.000007033009,0.000033213437,0.826775,0.005720853,0.000016274618,0.000007930278,0.00023980692],"about_ca_topic_score_codex":0.000015757063,"about_ca_topic_score_gemma":0.000005414111,"teacher_disagreement_score":0.16623767,"about_ca_system_score_codex":0.00017846095,"about_ca_system_score_gemma":0.000008498424,"threshold_uncertainty_score":0.9999668},"labels":[],"label_agreement":null},{"id":"W2127053370","doi":"10.1139/cgj-2013-0474","title":"Pressure conditions in the hole erosion test","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Piping; Inflow; Erosion; Bernoulli's principle; Geology; Mechanics; Shear stress; Outflow; Turbulence; Hydraulic head; Environmental science; Engineering; Physics","score_opus":0.005719111483009118,"score_gpt":0.18952255791192704,"score_spread":0.18380344642891794,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2127053370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58232063,0.0053083613,0.27649653,0.044180583,0.0072486373,0.0020421075,0.0009628939,0.002689337,0.07875092],"genre_scores_gemma":[0.99934226,0.000027224485,0.00008998586,0.00027995062,0.00017796639,0.0000060323546,0.000005301484,0.000014746016,0.000056504603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993643,0.000024062465,0.00015317937,0.00006310047,0.00010546881,0.00028984714],"domain_scores_gemma":[0.99945027,0.00010353776,0.0000102751765,0.00017005362,0.000015872207,0.0002500113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034720052,0.0000834322,0.00008781694,0.00012120573,0.00010580869,0.00005912806,0.00026354878,0.00010008402,0.000054933076],"category_scores_gemma":[0.00014668945,0.000065058804,0.000042664375,0.0001605702,0.000025820984,0.00006030386,0.000005708305,0.0006716065,0.00003927196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[5.079959e-7,0.0000102430395,0.00029014275,0.000010651424,0.000007179658,0.000040475028,0.000064890606,0.959109,0.00090525916,0.0011117941,0.036285274,0.0021645867],"study_design_scores_gemma":[0.00029636818,0.00004957126,0.048611224,0.00008154531,0.000018108689,0.0003429777,0.000035239867,0.41168863,0.000051257684,0.0009801135,0.53762156,0.00022337254],"about_ca_topic_score_codex":0.0007534325,"about_ca_topic_score_gemma":0.002818982,"teacher_disagreement_score":0.5474204,"about_ca_system_score_codex":0.00006800236,"about_ca_system_score_gemma":0.00004126911,"threshold_uncertainty_score":0.29178336},"labels":[],"label_agreement":null},{"id":"W2131426619","doi":"10.1139/l04-097","title":"Aspects aléatoires de l'érosion d'une digue : simulations de la brèche par des algorithmes génétiques","year":2004,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dissipation; Random field; Minification; Mathematics; Geology; Mathematical optimization; Statistics; Physics","score_opus":0.004920220029111505,"score_gpt":0.19431375908855528,"score_spread":0.18939353905944378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2131426619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5136672,0.0033335115,0.47984135,0.00016852477,0.0005142888,0.000078144,0.000029290986,0.00026735917,0.0021003324],"genre_scores_gemma":[0.98891026,0.00014424372,0.010566322,0.000021697899,0.0002662301,0.0000024491212,0.000003025236,0.000074275995,0.000011470421],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891263,0.00001844041,0.00031795728,0.000090660425,0.00012526629,0.00053503085],"domain_scores_gemma":[0.99891627,0.0001192514,0.000037691305,0.00014407239,0.00008850061,0.00069420214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002997045,0.00021485893,0.00024010822,0.00038639683,0.00010677031,0.00010115406,0.00021262837,0.00014183752,0.000026262363],"category_scores_gemma":[0.00025565526,0.00023664911,0.00011237214,0.00032047043,0.000056418976,0.00026136005,0.0000073568804,0.00044064547,0.0000025229326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000001377186,0.0000056281374,0.0006275509,0.00006230086,0.000053125987,0.0001977547,0.0008949254,0.987927,0.008173796,0.0005893009,0.00019870308,0.0012685002],"study_design_scores_gemma":[0.00260658,0.00032410436,0.12271145,0.0025644393,0.0002042134,0.0028171365,0.00028414608,0.7777665,0.051342368,0.015204324,0.022356085,0.0018186513],"about_ca_topic_score_codex":0.0011765256,"about_ca_topic_score_gemma":0.018919887,"teacher_disagreement_score":0.4752431,"about_ca_system_score_codex":0.00073552143,"about_ca_system_score_gemma":0.00045507116,"threshold_uncertainty_score":0.99898225},"labels":[],"label_agreement":null},{"id":"W2134177133","doi":"10.1139/t07-084","title":"Évaluation des ouvrages hydrauliques de génie civil","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Dike; Levee; Flood myth; Civil engineering; Fluvial; Engineering; Valuation (finance); Geotechnical engineering; Geology; Geography; Business","score_opus":0.013807600891777797,"score_gpt":0.21976674203424884,"score_spread":0.20595914114247105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134177133","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27671322,0.0017353795,0.70558894,0.00033559476,0.00079217163,0.000098117955,0.000010697534,0.00060110306,0.014124807],"genre_scores_gemma":[0.9939026,0.00024045935,0.0051628854,0.00013708866,0.00039265509,0.0000017510416,0.000003019589,0.00003438491,0.00012514528],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989018,0.000017582877,0.00024322662,0.000084189465,0.00014716362,0.0006060664],"domain_scores_gemma":[0.9989627,0.00005310359,0.000016139298,0.00013163849,0.0000506998,0.0007856998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010943466,0.00012599377,0.000120587574,0.00025321828,0.00013918403,0.00006402729,0.00018527664,0.0001665572,0.00011762986],"category_scores_gemma":[0.0001480838,0.00013141164,0.00007395864,0.00018103454,0.000045637014,0.00010537116,0.000007657147,0.00056306104,0.000031116382],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053357703,0.000008426388,0.0004102654,0.000028482624,0.000045957786,0.00042475096,0.00025782327,0.70909965,0.0028153912,0.00023529655,0.012861291,0.27380735],"study_design_scores_gemma":[0.001014841,0.00021124507,0.14915846,0.0004224169,0.000112021524,0.0039506885,0.00023910106,0.49521878,0.008532237,0.020646371,0.31898808,0.0015057543],"about_ca_topic_score_codex":0.0013833331,"about_ca_topic_score_gemma":0.01366698,"teacher_disagreement_score":0.7171894,"about_ca_system_score_codex":0.0007190106,"about_ca_system_score_gemma":0.00017083115,"threshold_uncertainty_score":0.76264954},"labels":[],"label_agreement":null},{"id":"W2134280230","doi":"10.1061/40940(307)57","title":"Performance of Foundation Ground of a Large Dam during First Filling","year":2007,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Foundation (evidence); Grout; Geotechnical engineering; Levee; Groundwater; Geology; Engineering","score_opus":0.00591283076623247,"score_gpt":0.19795514578844242,"score_spread":0.19204231502220995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134280230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95947796,0.000033633565,0.032915674,0.0000022134707,0.000141274,0.000037628157,0.0000020357957,0.0001175343,0.007272023],"genre_scores_gemma":[0.9977503,0.000051146075,0.0020116153,0.0000011360404,0.000033774435,0.0000010196763,0.000005388641,0.000014011482,0.00013161788],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999479,0.0000011870222,0.00021792638,0.00005533646,0.000089855625,0.00015671858],"domain_scores_gemma":[0.9997885,0.00002766992,0.000020516758,0.00011511955,0.000023671762,0.00002447695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018630581,0.00006727721,0.00010396445,0.00007621296,0.000024934106,0.0000031187296,0.00005816597,0.000034869383,0.000061859246],"category_scores_gemma":[0.0000087951485,0.00006792325,0.000029333236,0.00012853608,0.000008031793,0.00010655162,0.000011950918,0.000054910717,0.000007610338],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000069833484,0.00010540296,0.04770318,0.0038548359,0.00014326996,0.000004561294,0.0017919607,0.8526566,0.084515825,0.002988668,0.000077540004,0.006088314],"study_design_scores_gemma":[0.0006203036,0.00004790052,0.38068128,0.00016982303,0.000012861223,0.000005981948,0.00009655358,0.4837742,0.13282849,0.000009868446,0.0015233654,0.00022939597],"about_ca_topic_score_codex":0.000011089107,"about_ca_topic_score_gemma":0.000024731335,"teacher_disagreement_score":0.36888242,"about_ca_system_score_codex":0.00002650466,"about_ca_system_score_gemma":0.0000025160414,"threshold_uncertainty_score":0.27698296},"labels":[],"label_agreement":null},{"id":"W2134901683","doi":"10.1139/t08-103","title":"Modelling the erosion rate of chemically stabilized soil incorporating tensile force – deformation characteristics","year":2009,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Ultimate tensile strength; Erosion; Levee; Materials science; Deformation (meteorology); Shear (geology); Environmental science; Geology; Composite material","score_opus":0.008820414321342679,"score_gpt":0.1795647790422197,"score_spread":0.17074436472087703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134901683","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62191796,0.000104025916,0.37651905,0.0006098333,0.00023006287,0.00012850387,0.000024213094,0.00013493931,0.00033138538],"genre_scores_gemma":[0.99834716,0.000062354186,0.0013154418,0.00011803485,0.00011401073,0.0000017161835,0.00001241243,0.000017348553,0.000011544177],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902916,0.000020309742,0.00045831228,0.00007379587,0.000121044955,0.0002973485],"domain_scores_gemma":[0.9993043,0.0000460225,0.00008580294,0.00017907571,0.00010947374,0.00027535384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005117965,0.00012869596,0.00019039697,0.00009546272,0.00013392496,0.000050412975,0.0002094702,0.00012756759,0.000010295816],"category_scores_gemma":[0.00009489687,0.00010016292,0.00007854456,0.00016851167,0.000030493027,0.00013306676,0.0000087002345,0.00057969074,0.000003983664],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000057402876,0.000003162719,0.000006754468,0.000011156731,0.000006235404,0.0000055627333,0.0000476835,0.9715384,0.024486918,0.00020960224,0.00017089101,0.0035078533],"study_design_scores_gemma":[0.00015787598,0.00002968416,0.00040514083,0.00007784544,0.000012203957,0.00007492828,0.000020302681,0.9954362,0.0022005434,0.0010285093,0.00043099278,0.00012581085],"about_ca_topic_score_codex":0.00039863223,"about_ca_topic_score_gemma":0.00007994333,"teacher_disagreement_score":0.37642917,"about_ca_system_score_codex":0.00019625881,"about_ca_system_score_gemma":0.000113411035,"threshold_uncertainty_score":0.40845254},"labels":[],"label_agreement":null},{"id":"W2135055327","doi":"10.1139/t01-108","title":"A method for assessing the relative likelihood of failure of embankment dams by piping: Discussion","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Piping; Levee; Forensic engineering; Listing (finance); Engineering; Geotechnical engineering; Civil engineering; Mechanical engineering; Business","score_opus":0.0110402732845579,"score_gpt":0.24875130437623166,"score_spread":0.23771103109167377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135055327","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002918297,0.00082503626,0.9914098,0.0038541546,0.00021051445,0.00019918238,0.00007035954,0.00005029852,0.00046238146],"genre_scores_gemma":[0.9757182,0.000053320124,0.023973411,0.00004100988,0.00008036569,0.000008972064,0.0000040175373,0.000032340795,0.000088374836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990053,0.00003794518,0.0003753847,0.00009387489,0.00015845739,0.0003290049],"domain_scores_gemma":[0.9992777,0.00012758769,0.00007670477,0.00017578065,0.000058649297,0.0002835862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048546243,0.00012706997,0.00022513923,0.00010955695,0.00010882748,0.000029681916,0.00024123104,0.00013719904,0.0000474299],"category_scores_gemma":[0.00010180079,0.000077300916,0.00014841881,0.00018041162,0.00003714691,0.00012023002,0.000013476414,0.0004938403,0.0000012762946],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011133865,0.00009530686,0.00013284756,0.0002884103,0.0005024806,0.000028803372,0.0017654953,0.5237568,0.042161807,0.0023271062,0.16036169,0.26856813],"study_design_scores_gemma":[0.0006989671,0.00013210034,0.0005336951,0.0004465126,0.000111519956,0.00015122033,0.00035051603,0.8453785,0.003514746,0.002101503,0.14623098,0.00034974155],"about_ca_topic_score_codex":0.00022792554,"about_ca_topic_score_gemma":0.00014070976,"teacher_disagreement_score":0.9727999,"about_ca_system_score_codex":0.00018024283,"about_ca_system_score_gemma":0.00005065138,"threshold_uncertainty_score":0.31522396},"labels":[],"label_agreement":null},{"id":"W2135114239","doi":"10.1139/t02-042","title":"A method for locating critical slip surfaces in slope stability analysis: Discussion","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Slope stability; Geotechnical engineering; Slope stability analysis; Slip (aerodynamics); Geology; Stability (learning theory); Engineering; Structural engineering; Computer science","score_opus":0.021308795957300772,"score_gpt":0.25914677924550855,"score_spread":0.23783798328820777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135114239","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01700171,0.0007948917,0.9772961,0.003560033,0.00032437828,0.0002014437,0.00006899794,0.00019449861,0.00055792404],"genre_scores_gemma":[0.97147846,0.000032909567,0.028259084,0.00006001856,0.000097187105,0.000014934587,0.0000037521784,0.00002688531,0.00002679117],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985139,0.0000629087,0.00045272536,0.00019477989,0.0001538639,0.00062184804],"domain_scores_gemma":[0.9987656,0.0002529689,0.00002001575,0.00021795604,0.00005997072,0.0006835073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009838558,0.00016503982,0.00033021046,0.00039291164,0.00012322457,0.000082866885,0.00023674667,0.00017970693,0.0002897361],"category_scores_gemma":[0.0005234177,0.00013038148,0.0001872275,0.00071704196,0.000034957713,0.00013093019,0.000013480067,0.00067312975,0.000008954936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038277344,0.000019915859,0.00046640102,0.00005008493,0.000084964086,0.00004264107,0.00015465062,0.96424407,0.00029634713,0.00020479337,0.0011160945,0.03331619],"study_design_scores_gemma":[0.00018463566,0.000025892556,0.003589926,0.000044796303,0.000076485696,0.000038897095,0.000091052265,0.9891938,0.000064254134,0.00034455414,0.0061312937,0.00021443902],"about_ca_topic_score_codex":0.001148845,"about_ca_topic_score_gemma":0.008933489,"teacher_disagreement_score":0.9544767,"about_ca_system_score_codex":0.00045251858,"about_ca_system_score_gemma":0.000053926266,"threshold_uncertainty_score":0.5316802},"labels":[],"label_agreement":null},{"id":"W2135151428","doi":"10.1061/(asce)0733-9429(2000)126:7(547)","title":"Hydraulic Resistance Induced by Deposition of Sediment in Porous Medium","year":2000,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"National Science Council; University of Saskatchewan","keywords":"Siltation; Deposition (geology); Sediment; Hydraulic conductivity; Geotechnical engineering; Geology; Sediment transport; Hydrology (agriculture); Porosity; Environmental science; Soil science; Geomorphology; Soil water","score_opus":0.004365573925153693,"score_gpt":0.1879821583541195,"score_spread":0.1836165844289658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135151428","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873998,0.0031290045,0.0059975362,0.00019644239,0.00054182875,0.00010662892,0.0000069179177,0.00012434376,0.002497467],"genre_scores_gemma":[0.9974278,0.000426116,0.0018414811,0.00002658331,0.00014245106,0.000004734604,0.0000040724763,0.00005672508,0.00007004102],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99829966,0.00001640397,0.0008435452,0.000116729396,0.00039281725,0.00033082362],"domain_scores_gemma":[0.9994711,0.000062003026,0.000096029544,0.00019117078,0.000041003317,0.00013868554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034869404,0.00023417272,0.00044439346,0.00028839317,0.00001456582,0.000016890775,0.00025418395,0.00012499382,0.00005280515],"category_scores_gemma":[0.000029308676,0.00024323516,0.00010717713,0.0003824,0.000010879773,0.00025318636,0.000011031186,0.00046136,0.0000065392187],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031151976,0.000052930187,0.000042798863,0.0001869788,0.00007654156,0.00006584121,0.00034086753,0.856564,0.13767847,0.000015216764,0.0013364494,0.003608776],"study_design_scores_gemma":[0.007212579,0.00077870477,0.028453873,0.0038296739,0.00021792951,0.0007193577,0.00020449194,0.36064124,0.53852916,0.00014745365,0.05690337,0.002362172],"about_ca_topic_score_codex":0.000013593496,"about_ca_topic_score_gemma":0.0000059954036,"teacher_disagreement_score":0.49592274,"about_ca_system_score_codex":0.00018868757,"about_ca_system_score_gemma":0.000022755245,"threshold_uncertainty_score":0.9918842},"labels":[],"label_agreement":null},{"id":"W2135476217","doi":"10.1139/t10-102","title":"Changing impermeability boundary conditions to obtain free surfaces in unconfined seepage problems","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Free surface; Computation; Boundary value problem; Geotechnical engineering; Constant (computer programming); Mechanics; Surface (topology); Boundary (topology); Flow (mathematics); Domain (mathematical analysis); Numerical analysis; Geology; Mathematics; Mathematical analysis; Computer science; Geometry; Physics; Algorithm","score_opus":0.013090532578537664,"score_gpt":0.1965826513229794,"score_spread":0.1834921187444417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2135476217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96814203,0.00039882687,0.02142428,0.001041517,0.0010984164,0.0005780177,0.0002952133,0.0006057564,0.0064159166],"genre_scores_gemma":[0.9983933,0.000020329775,0.0012197747,0.00014532232,0.000086180386,0.000022826986,0.000008380713,0.000038872666,0.000065003434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984599,0.000032347205,0.00038322463,0.00017759218,0.00014365962,0.0008032963],"domain_scores_gemma":[0.9986154,0.000035837984,0.000021012414,0.00034731787,0.000047666304,0.0009328008],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006532521,0.00019228937,0.00023420512,0.00059409806,0.00015901733,0.000066223874,0.00042349627,0.0001700775,0.00033292247],"category_scores_gemma":[0.00015743395,0.00020430134,0.00008212961,0.00055065146,0.000052970645,0.00014397354,0.000037137448,0.00075050164,0.0000447172],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014399735,0.000056981153,0.0022837042,0.00011752806,0.000092502625,0.0007321343,0.0028010856,0.97454584,0.0030588447,0.0011560088,0.008272908,0.0068680607],"study_design_scores_gemma":[0.0036909587,0.0006534461,0.3386659,0.0013092137,0.00010780015,0.0021515077,0.0019506986,0.45473787,0.0023381207,0.027329687,0.16302723,0.0040375614],"about_ca_topic_score_codex":0.004984971,"about_ca_topic_score_gemma":0.0328126,"teacher_disagreement_score":0.519808,"about_ca_system_score_codex":0.00061209936,"about_ca_system_score_gemma":0.00024659027,"threshold_uncertainty_score":0.98483604},"labels":[],"label_agreement":null},{"id":"W2139509527","doi":"10.1139/cgj-2013-0407","title":"Influence of valley geometry on stability of an earth dam","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Crest; Geometry; Geology; Geotechnical engineering; Slope stability; Slip (aerodynamics); Factor of safety; Slope stability analysis; Mathematics; Engineering; Physics","score_opus":0.006965589991285469,"score_gpt":0.1932464390996928,"score_spread":0.18628084910840734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2139509527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954578,0.000032286673,0.0036264032,0.000041433257,0.00009299234,0.00004334042,0.000024500541,0.000054320473,0.0006269205],"genre_scores_gemma":[0.9992934,0.000016067092,0.00056867965,0.000037138492,0.000059242862,9.070654e-7,0.0000019168335,0.000018325809,0.000004305573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990628,0.000032294716,0.00033626554,0.000097944394,0.00018454246,0.00028616976],"domain_scores_gemma":[0.99892426,0.00006622123,0.000040136925,0.000330496,0.00007545504,0.0005634581],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005376609,0.00011020561,0.00022035713,0.00022487754,0.000035557317,0.000010891035,0.00027951584,0.00012731965,0.000044783705],"category_scores_gemma":[0.00024961014,0.00010775887,0.00006917063,0.00020731485,0.00005989524,0.00008810291,0.000009925344,0.0004923405,0.0000062816803],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004974476,0.000013052677,0.00027899802,0.00003322817,0.0000136984345,0.000005582232,0.000022096472,0.99012315,0.0031621067,0.00036174373,0.000059610138,0.0059217587],"study_design_scores_gemma":[0.0011575425,0.0012608694,0.49836746,0.00043668246,0.000050186813,0.00024187187,0.00005262197,0.43721297,0.029295688,0.0014335217,0.029600587,0.0008900217],"about_ca_topic_score_codex":0.0011919572,"about_ca_topic_score_gemma":0.000955128,"teacher_disagreement_score":0.5529102,"about_ca_system_score_codex":0.00008379964,"about_ca_system_score_gemma":0.00009726055,"threshold_uncertainty_score":0.4394279},"labels":[],"label_agreement":null},{"id":"W2141299106","doi":"10.1061/41165(397)210","title":"Laboratory Evaluation of Select Retention Criteria for Cyclic Flow Conditions","year":2011,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Permeameter; Geotextile; Compatibility (geochemistry); Soil water; Geotechnical engineering; Environmental science; Soil science; Materials science; Engineering; Hydraulic conductivity; Composite material","score_opus":0.05651249823185552,"score_gpt":0.2801909616867869,"score_spread":0.2236784634549314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2141299106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7196623,0.0002111676,0.24480894,0.0000145091635,0.0011585434,0.0006381931,0.0002965804,0.00079291244,0.032416854],"genre_scores_gemma":[0.990698,0.000006446015,0.009064151,0.0000047141466,0.00003258182,0.000067251036,0.00006645692,0.00001597808,0.00004443458],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999604,0.000015023105,0.0001343267,0.000063861924,0.00009232922,0.00009046674],"domain_scores_gemma":[0.9996726,0.000015404023,0.000011811649,0.00010765867,0.00016834945,0.000024172274],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032385488,0.00005964811,0.000076579956,0.000057637615,0.00001796611,0.0000037394234,0.000037918326,0.000041967945,0.00036137903],"category_scores_gemma":[0.000039158414,0.00006171874,0.000034418525,0.000100873,0.000007872123,0.00008742546,0.0000027362648,0.000029596878,0.000010777958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047956277,0.00018626013,0.0005440469,0.0009044435,0.0004618679,8.5888206e-7,0.002332704,0.17870562,0.7371852,0.0118870735,0.049816955,0.017927017],"study_design_scores_gemma":[0.000454946,0.00004334693,0.011936291,0.000022106018,0.00008183797,7.463694e-7,0.000034052347,0.91492015,0.07053222,0.0011036727,0.0007403643,0.000130253],"about_ca_topic_score_codex":0.000003190075,"about_ca_topic_score_gemma":0.0000045295437,"teacher_disagreement_score":0.7362145,"about_ca_system_score_codex":0.000028541168,"about_ca_system_score_gemma":0.000013304806,"threshold_uncertainty_score":0.3956847},"labels":[],"label_agreement":null},{"id":"W2142753939","doi":"10.1139/t07-062","title":"Seismic record analysis of the Liyutan earth dam","year":2007,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Core Research for Evolutional Science and Technology; Shandong Academy of Medical Sciences","keywords":"Geology; Seismology; Settlement (finance); Vibration; Ground motion; Geotechnical engineering; Earthquake simulation; Seismic analysis; Seismic wave; Seismic microzonation; Acoustics","score_opus":0.006228510870522539,"score_gpt":0.1913607429944346,"score_spread":0.18513223212391205,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2142753939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83460295,0.00033967898,0.15835223,0.00058563874,0.001291887,0.00011462059,0.000060397917,0.0001780892,0.0044744955],"genre_scores_gemma":[0.9992223,0.00003933253,0.00037543345,0.000102835096,0.00010495891,4.957093e-7,0.0000018244365,0.000018877668,0.00013393475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99900675,0.000013543215,0.00033545788,0.000081445054,0.00016328828,0.00039952982],"domain_scores_gemma":[0.9991266,0.000044987995,0.00003698855,0.00028293792,0.000041667372,0.00046681892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047773262,0.00010801321,0.00020822922,0.00045270668,0.000085625674,0.000022988199,0.00033746738,0.00012822254,0.000091284455],"category_scores_gemma":[0.000059284263,0.00008609198,0.00024321178,0.0010753452,0.000040671406,0.000043932887,0.000014216617,0.0006064035,0.000007876257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002268351,0.0000037272766,0.0013613378,0.0000054537986,0.0002881879,0.000030196734,0.000032741114,0.9785782,0.0004201022,0.00009479776,0.0012529105,0.017930062],"study_design_scores_gemma":[0.00018234129,0.00003075185,0.25087374,0.00005139631,0.00038413773,0.00015924366,0.00003997234,0.5779201,0.00055521063,0.0001400346,0.16937134,0.00029177964],"about_ca_topic_score_codex":0.0021107763,"about_ca_topic_score_gemma":0.016760593,"teacher_disagreement_score":0.40065816,"about_ca_system_score_codex":0.0001766594,"about_ca_system_score_gemma":0.00009894635,"threshold_uncertainty_score":0.9352804},"labels":[],"label_agreement":null},{"id":"W2143302481","doi":"10.1139/t08-029","title":"Discussion of “A procedure for the design of protective filters”Appears in Canadian Geotechnical Journal,<b>44</b>: 490–495.","year":2008,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Gradation; Internal erosion; Permeability (electromagnetism); Geotechnical engineering; Cohesion (chemistry); Filter cake; Consolidation (business); Filter (signal processing); Clogging; Engineering; Mathematics; Levee; Computer science; Environmental engineering; Physics","score_opus":0.01569488689274599,"score_gpt":0.20881405463055563,"score_spread":0.19311916773780965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2143302481","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05781836,0.0037647523,0.9196682,0.011184947,0.0018643498,0.0046796743,0.00043360915,0.00026904233,0.0003170649],"genre_scores_gemma":[0.9976957,0.00032579788,0.001568879,0.00007041165,0.00017208977,0.000050793882,0.0000028740214,0.00006445759,0.000049000726],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99773276,0.00007047915,0.00076309114,0.00018246923,0.00030913323,0.00094209175],"domain_scores_gemma":[0.9981229,0.00016572364,0.00012892603,0.00031213448,0.00016173496,0.0011085989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011948526,0.00026762174,0.00044400303,0.0006902535,0.0003133433,0.000033606822,0.00069335,0.00037721216,0.000037338254],"category_scores_gemma":[0.0005922559,0.00017866674,0.00023377828,0.00054187607,0.00017827762,0.00015186181,0.000021425072,0.0016546785,0.0000027305884],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040738178,0.000018306306,0.00013328993,0.000058441263,0.000070995426,0.00015658488,0.0002660366,0.98766744,0.0010138941,0.00007708245,0.0061588134,0.0043383553],"study_design_scores_gemma":[0.002451126,0.0008314424,0.025758142,0.0013482856,0.00013060788,0.0073792143,0.00046957185,0.9004289,0.002096995,0.0021234022,0.055835377,0.0011469625],"about_ca_topic_score_codex":0.044042718,"about_ca_topic_score_gemma":0.071017444,"teacher_disagreement_score":0.93987733,"about_ca_system_score_codex":0.00093792635,"about_ca_system_score_gemma":0.0019584426,"threshold_uncertainty_score":0.96232307},"labels":[],"label_agreement":null},{"id":"W2144270025","doi":"10.1139/cgj-2014-0417","title":"Discussion of “Analysis of the internal stability of granular soils using different methods”","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Soil water; Internal erosion; Geology; Environmental science; Soil science","score_opus":0.030519199978587725,"score_gpt":0.2687283476478177,"score_spread":0.23820914766923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2144270025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.734533,0.00019866283,0.2646711,0.00010042518,0.0003060485,0.00005534435,0.000052450767,0.000013788639,0.00006916089],"genre_scores_gemma":[0.99762154,0.000010396282,0.0023214014,0.0000055860273,0.0000233372,5.2645737e-7,0.0000012596569,0.0000118962325,0.000004060466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988315,0.000111980415,0.00053618377,0.000079329,0.00023077836,0.0002101921],"domain_scores_gemma":[0.99903494,0.000051058665,0.00010899488,0.00031612738,0.000110020694,0.00037888275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008004688,0.0001115133,0.00041955608,0.00028099728,0.000026279205,0.0000074460136,0.00034058423,0.00009969687,0.000031338328],"category_scores_gemma":[0.00022423004,0.00006293256,0.00033331534,0.00047234254,0.00008963947,0.00004189429,0.000038446968,0.00037809246,1.2243164e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011000647,0.000021612557,0.004839847,0.000047302106,0.0004090223,0.0000033355914,0.00022885093,0.9649321,0.022289408,0.00007548832,0.00007318684,0.0070688548],"study_design_scores_gemma":[0.0003192941,0.000048493963,0.047161404,0.00016288317,0.00074292626,0.00003158949,0.00016645218,0.9168612,0.03313779,0.0006507803,0.0005308619,0.0001863228],"about_ca_topic_score_codex":0.0030121272,"about_ca_topic_score_gemma":0.0016243241,"teacher_disagreement_score":0.26308852,"about_ca_system_score_codex":0.00027170326,"about_ca_system_score_gemma":0.00014122925,"threshold_uncertainty_score":0.45534554},"labels":[],"label_agreement":null},{"id":"W2145290935","doi":"10.2991/eame-15.2015.200","title":"A Study on Solving the Seepage Flow Model of Three-Area Composite Reservoir","year":2015,"lang":"en","type":"article","venue":"Advances in engineering research/Advances in Engineering Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nexen (Canada)","funders":"Xihua University","keywords":"Flow (mathematics); Composite number; Computer science; Geology; Petroleum engineering; Algorithm; Mathematics; Geometry","score_opus":0.08670264554937404,"score_gpt":0.36398718759104115,"score_spread":0.2772845420416671,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2145290935","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76074374,0.06651852,0.15549228,0.0002561421,0.0023443312,0.004650738,0.00012400668,0.0017414356,0.008128794],"genre_scores_gemma":[0.9888888,0.004045312,0.005807582,0.0000043475547,0.00019837318,0.00071978505,0.000012613295,0.00026656463,0.000056647325],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9918923,0.00026905176,0.0012041589,0.00094822614,0.003110494,0.0025757712],"domain_scores_gemma":[0.9942189,0.0030507203,0.0000561666,0.0016911705,0.00051680976,0.00046625338],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.00914795,0.0007320692,0.0009502924,0.0028810897,0.00017024425,0.00014162285,0.002034716,0.00026688928,0.0000066801003],"category_scores_gemma":[0.0026792055,0.0006629212,0.00014610372,0.004720963,0.00029453792,0.001380972,0.00063799263,0.0045022885,0.00002843062],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000119241304,0.00024503324,0.0023451939,0.00070385105,0.00004072177,0.00013898562,0.0018268924,0.9891875,0.0015821144,0.0007986112,0.00008528086,0.002926591],"study_design_scores_gemma":[0.0014064417,0.0004287184,0.0011793805,0.001132835,0.0000058125456,0.000010866346,0.000858868,0.98895967,0.0011415302,0.0008318333,0.0034152796,0.0006287588],"about_ca_topic_score_codex":0.00006590432,"about_ca_topic_score_gemma":0.0002903826,"teacher_disagreement_score":0.22814502,"about_ca_system_score_codex":0.0012941172,"about_ca_system_score_gemma":0.00015458658,"threshold_uncertainty_score":0.99958223},"labels":[],"label_agreement":null},{"id":"W2146004971","doi":"10.1139/t11-074","title":"Multichannel optical sensor to quantify particle stability under seepage flow","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Silt; Filtration (mathematics); Hydraulic conductivity; Materials science; Hydraulic head; Geotechnical engineering; Particle (ecology); Particle-size distribution; Soil water; Particle size; Geology; Soil science","score_opus":0.03861874356427551,"score_gpt":0.21458490837123317,"score_spread":0.17596616480695765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2146004971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.64003485,0.00013119365,0.3551613,0.001287546,0.0010299364,0.00025601088,0.0000637135,0.00056977844,0.0014656667],"genre_scores_gemma":[0.98840237,0.000011799151,0.0110404575,0.00030592244,0.00015093581,0.000007163017,0.0000017713762,0.00004687564,0.00003270886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984689,0.000027659618,0.00034752212,0.00019039056,0.00018066555,0.0007849025],"domain_scores_gemma":[0.99760896,0.00004813069,0.000013160928,0.00032952032,0.00006772147,0.0019324782],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041455767,0.00019345879,0.00021913496,0.0001197234,0.00011982572,0.00005601887,0.0002678165,0.00018666331,0.0003762049],"category_scores_gemma":[0.0001597669,0.00019080758,0.00010975785,0.00023424492,0.000049839688,0.00010401247,0.0000261082,0.0006968365,0.0002841261],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041166408,0.000080096695,0.00040430116,0.000042683918,0.00012194333,0.00065051625,0.0009149441,0.9726498,0.008004285,0.0017263476,0.0034005127,0.011963377],"study_design_scores_gemma":[0.0006369336,0.00017401997,0.037643585,0.000071042596,0.00005104095,0.0005694702,0.00032274454,0.9377577,0.00903341,0.00062481547,0.012256439,0.0008588116],"about_ca_topic_score_codex":0.001425064,"about_ca_topic_score_gemma":0.002682737,"teacher_disagreement_score":0.3483675,"about_ca_system_score_codex":0.00036687122,"about_ca_system_score_gemma":0.00010935015,"threshold_uncertainty_score":0.7780908},"labels":[],"label_agreement":null},{"id":"W2152056075","doi":"10.1139/t11-070","title":"Diagnosis of embankment dam distresses using Bayesian networks. Part II. Diagnosis of a specific distressed dam","year":2011,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Bayesian network; Embankment dam; Levee; Remedial education; Bayesian probability; Engineering; Geotechnical engineering; Computer science; Machine learning; Artificial intelligence; Mathematics","score_opus":0.02233127835797755,"score_gpt":0.20366243834852613,"score_spread":0.18133115999054858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152056075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9119709,0.008431517,0.07378923,0.0002693206,0.0024972663,0.00052176986,0.00072106085,0.0003089737,0.0014899499],"genre_scores_gemma":[0.99586844,0.0025314877,0.0012374523,0.000015814036,0.00023763107,0.00002521694,0.000015840513,0.00005908068,0.000009035815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981577,0.000033873486,0.00073603436,0.00019998277,0.00024624262,0.000626194],"domain_scores_gemma":[0.99850214,0.00008355932,0.00013177987,0.00042249437,0.000082081046,0.00077797903],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023237047,0.00027601462,0.00046743767,0.00025418276,0.0001419818,0.000029157218,0.00045918953,0.00021205725,0.0005084392],"category_scores_gemma":[0.00006861808,0.00027731765,0.00022015917,0.00038072595,0.00012870925,0.00012715088,0.000050197992,0.0005243012,0.0000022679135],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027543969,0.00023487152,0.022638354,0.00020155814,0.00031917333,0.00034179096,0.00030725275,0.9294933,0.00013666268,0.0005574796,0.019198814,0.026543207],"study_design_scores_gemma":[0.0035370348,0.0010985694,0.20982069,0.0070038415,0.0009318306,0.00083307084,0.00061154633,0.49743435,0.028675493,0.0014073495,0.24436803,0.0042782035],"about_ca_topic_score_codex":0.0028121911,"about_ca_topic_score_gemma":0.0015722718,"teacher_disagreement_score":0.43205896,"about_ca_system_score_codex":0.00029596366,"about_ca_system_score_gemma":0.000111518675,"threshold_uncertainty_score":0.9999679},"labels":[],"label_agreement":null},{"id":"W2152698097","doi":"10.1061/(asce)0733-9445(2002)128:2(140)","title":"Seismic Behavior of Post-Tensioned Gravity Dams: Shake Table Experiments and Numerical Simulations","year":2002,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Earthquake shaking table; Structural engineering; Joint (building); Dowel; Geotechnical engineering; Brittleness; Shear (geology); Ultimate tensile strength; Direct shear test; Failure mode and effects analysis; Shake; Dilatant; Geology; Materials science; Engineering; Composite material","score_opus":0.010846327722202133,"score_gpt":0.22722361615817574,"score_spread":0.21637728843597362,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2152698097","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98993284,0.0011729753,0.00813123,0.000018266313,0.00055615394,0.000069958835,0.000026527418,0.00007330076,0.000018759296],"genre_scores_gemma":[0.9949381,0.000034583645,0.0048685526,0.0000058420837,0.000095705036,0.0000013858219,0.0000033776512,0.00003662666,0.000015865486],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989814,0.0000066984026,0.00047663169,0.00009160031,0.0002177062,0.00022594271],"domain_scores_gemma":[0.999482,0.000049150345,0.00008155142,0.00013030639,0.0001104729,0.000146554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000573738,0.00019369827,0.0003495411,0.00017413721,0.000036487112,0.000022234157,0.00012052394,0.00007793526,0.000063297],"category_scores_gemma":[0.000049353264,0.00017677105,0.00008292704,0.0001924959,0.000017678327,0.00027661587,0.000026212221,0.0002780733,0.0000011729842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005068997,0.000009654817,0.00072602107,0.000051173894,0.000052471696,0.000014495811,0.00022383085,0.8827656,0.11478141,0.000019594125,0.000034945395,0.0013157288],"study_design_scores_gemma":[0.0005181842,0.00007977334,0.029876696,0.000071583796,0.000055334192,0.00028053758,0.000040437393,0.95876324,0.009849306,0.000009121443,0.00023680646,0.00021900631],"about_ca_topic_score_codex":0.0000072443618,"about_ca_topic_score_gemma":1.740566e-7,"teacher_disagreement_score":0.10493211,"about_ca_system_score_codex":0.000057279776,"about_ca_system_score_gemma":0.000005345112,"threshold_uncertainty_score":0.7208514},"labels":[],"label_agreement":null},{"id":"W2153101188","doi":"10.1139/cgj-2014-0307","title":"Sliding stability analysis of gravity dam founded on rock mass with impersistent joint set","year":2015,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Rock mass classification; Gravity dam; Parametric statistics; Geotechnical engineering; Joint (building); Foundation (evidence); Geology; Structural engineering; Stability (learning theory); Safety factor; Engineering; Finite element method; Mathematics; Computer science","score_opus":0.03539303784353897,"score_gpt":0.21506999962814305,"score_spread":0.17967696178460407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2153101188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87589884,0.00012694558,0.12172742,0.00039226882,0.00038282358,0.00017341526,0.00017608961,0.00019898303,0.0009232371],"genre_scores_gemma":[0.9991673,0.000010989846,0.00068369374,0.000034523808,0.00005193528,0.0000030615076,0.0000124983935,0.000024692143,0.000011266409],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986272,0.000042224037,0.00037704423,0.00016970526,0.00033782786,0.00044602086],"domain_scores_gemma":[0.998424,0.00004698055,0.000056121404,0.00036302063,0.00013601576,0.00097386003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007040973,0.0001868451,0.00042018047,0.00048651904,0.00007318307,0.000047493904,0.00022103645,0.0001467376,0.000045397217],"category_scores_gemma":[0.00015190693,0.0001611617,0.00021740886,0.0007097384,0.00002473156,0.00007869403,0.00001245973,0.00066771323,0.000006669046],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001747317,0.000009975535,0.00078656373,0.000014278937,0.00045375407,0.000055558095,0.0000970646,0.9971025,0.00044567828,0.00016974194,0.0005110524,0.00033637116],"study_design_scores_gemma":[0.00096593227,0.00068615645,0.02686098,0.0001739735,0.0010796353,0.00019381115,0.0007664908,0.9627709,0.0013762485,0.0004864715,0.0038144735,0.0008249222],"about_ca_topic_score_codex":0.0017354924,"about_ca_topic_score_gemma":0.00400117,"teacher_disagreement_score":0.12326852,"about_ca_system_score_codex":0.001105106,"about_ca_system_score_gemma":0.00025492112,"threshold_uncertainty_score":0.65719837},"labels":[],"label_agreement":null},{"id":"W2155615942","doi":"10.1061/40780(159)9","title":"Temporary Solidification of Coarse Grained Soil by Magnetorheological Fluids","year":2005,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"National Science Foundation","keywords":"Magnetorheological fluid; Materials science; Clogging; Hydraulic conductivity; Shear modulus; Shear (geology); Composite material; Geotechnical engineering; Modulus; Magnetic field; Soil water; Geology; Soil science","score_opus":0.006425640548291756,"score_gpt":0.18516204329171776,"score_spread":0.178736402743426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2155615942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6856345,0.0015844646,0.20210208,0.0006410917,0.00037862192,0.00021956365,0.00005003686,0.0021196993,0.107269965],"genre_scores_gemma":[0.9941336,0.00007792747,0.0033616817,0.000032039938,0.000063081774,0.0000080196205,0.00004027769,0.000017045095,0.0022663549],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994523,0.000008041642,0.00021163051,0.00009469517,0.000089932044,0.00014338817],"domain_scores_gemma":[0.9997205,0.000024252326,0.000011189006,0.00017040636,0.000016978964,0.000056658766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093120005,0.00010104766,0.00012875408,0.000038617385,0.00001326409,0.000005623645,0.00009883608,0.00007869865,0.00022266037],"category_scores_gemma":[0.000012409096,0.00008987224,0.000040811447,0.00008984378,0.000024686982,0.00007653513,0.000011780151,0.000076655306,0.00005628702],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024190014,0.00017901132,0.0009838362,0.00015077612,0.000069505455,0.0000032450266,0.00021346819,0.16664825,0.4782749,0.007928205,0.29992,0.045604605],"study_design_scores_gemma":[0.0005602289,0.000080488375,0.001342025,0.0000126530595,0.000013097969,0.0000066925422,0.000033699274,0.8335535,0.09110329,0.00012569757,0.072816074,0.000352558],"about_ca_topic_score_codex":0.000009062794,"about_ca_topic_score_gemma":0.0000018787622,"teacher_disagreement_score":0.6669052,"about_ca_system_score_codex":0.00002072629,"about_ca_system_score_gemma":0.000005523349,"threshold_uncertainty_score":0.36648837},"labels":[],"label_agreement":null},{"id":"W2156060372","doi":"10.1061/(asce)hy.1943-7900.0000572","title":"Use of Index Gradients and Default Tailwater Depth as Aids to Hydraulic Modeling of Flow-Through Rockfill Dams","year":2012,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Tailwater; Hydraulic structure; Flow (mathematics); Hydraulic head; Geology; Parametric statistics; Geotechnical engineering; Hydraulics; Engineering; Mathematics; Geometry","score_opus":0.018441254224518148,"score_gpt":0.22971280654771922,"score_spread":0.21127155232320108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156060372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72824734,0.0009970648,0.269692,0.00001778784,0.00063163915,0.000096435026,0.000007007267,0.000069569825,0.00024112055],"genre_scores_gemma":[0.97685546,0.00020230075,0.02257424,0.000027393899,0.00021840772,0.0000042844304,0.000002869413,0.00009774359,0.00001732085],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978931,0.000017956345,0.00096404145,0.0001460862,0.00042354898,0.00055530027],"domain_scores_gemma":[0.999011,0.0000890858,0.0001268997,0.00029111252,0.00012946551,0.00035243828],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036137993,0.00034780343,0.00066699914,0.0004335024,0.000026327156,0.000026231812,0.00023800757,0.00015135664,0.000009344012],"category_scores_gemma":[0.00016489344,0.00032635033,0.0001831339,0.00037564852,0.00001763024,0.0008960677,0.000080365404,0.00041951003,0.0000055071605],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023333278,0.00004458834,0.0013697679,0.0002391469,0.00019614365,0.0000092564,0.0012014655,0.9828345,0.011696919,0.00006599357,0.00007683758,0.0022420075],"study_design_scores_gemma":[0.000591594,0.00018189689,0.0033821089,0.00044457428,0.00008964915,0.00023195421,0.00008853019,0.9759767,0.013963005,0.000028450977,0.004616493,0.0004050598],"about_ca_topic_score_codex":0.00006480138,"about_ca_topic_score_gemma":0.0000031784266,"teacher_disagreement_score":0.24860808,"about_ca_system_score_codex":0.00009067251,"about_ca_system_score_gemma":0.000015988222,"threshold_uncertainty_score":0.9999189},"labels":[],"label_agreement":null},{"id":"W2156575163","doi":"10.1139/t01-110","title":"Particle transport characteristics and filtration of granitic residual soils from the Korean peninsula","year":2002,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Bureau of Reclamation; National Science Foundation","keywords":"Soil water; Internal erosion; Filtration (mathematics); Soil science; Environmental science; Particle size; Particle (ecology); Erosion; Geotechnical engineering; Residual; Geology; Mathematics; Geomorphology","score_opus":0.012064295208988036,"score_gpt":0.1729697234586978,"score_spread":0.16090542824970977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2156575163","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99529856,0.00057886844,0.0027440924,0.00076685305,0.0001328344,0.00006057287,0.00011229474,0.000056193036,0.0002497517],"genre_scores_gemma":[0.9993646,0.00025239753,0.000105033374,0.00006819263,0.00016250426,0.0000016521177,0.000009757752,0.000015925969,0.000019897323],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993439,0.000015458381,0.00024612728,0.000066696666,0.0001078337,0.00022002637],"domain_scores_gemma":[0.9994893,0.000059902763,0.000022654795,0.000129435,0.000025326866,0.00027340112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013567282,0.00008768876,0.00012502579,0.00003242947,0.00008685272,0.000028186025,0.00012080953,0.00007558544,0.00011310855],"category_scores_gemma":[0.000045546167,0.00007262629,0.00003659173,0.00007822541,0.00005532283,0.0000657451,0.0000030237766,0.0003294965,0.0000062610725],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012388147,0.00027779693,0.061535727,0.0003729113,0.0012225816,0.0027759091,0.01276723,0.3859703,0.06255716,0.0099907415,0.059746172,0.4026596],"study_design_scores_gemma":[0.00089191855,0.00012516823,0.47596166,0.00019186782,0.00015714487,0.0005010395,0.00014906978,0.49865064,0.0021536404,0.00082858297,0.01985263,0.0005366591],"about_ca_topic_score_codex":0.001321759,"about_ca_topic_score_gemma":0.001363431,"teacher_disagreement_score":0.4144259,"about_ca_system_score_codex":0.000042184874,"about_ca_system_score_gemma":0.000024300032,"threshold_uncertainty_score":0.29616138},"labels":[],"label_agreement":null},{"id":"W2159923514","doi":"10.1139/cgj-2011-0371","title":"Evaluating the behaviour of instrumented prototype rockfill dams","year":2013,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Research Manitoba; University of Manitoba; University of British Columbia, Okanagan Campus","funders":"","keywords":"Piezometer; Geotechnical engineering; Engineering; Flow (mathematics); Hydraulics; Flow conditions; Hydraulic structure; Turbulence; Groundwater; Mechanics; Aquifer","score_opus":0.01932662891420089,"score_gpt":0.25507681604258947,"score_spread":0.23575018712838858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2159923514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98993224,0.00027548007,0.005780696,0.0009856161,0.0005873395,0.00075189106,0.000021663607,0.00018527117,0.0014797759],"genre_scores_gemma":[0.9988441,0.000017715589,0.0008734389,0.000048825288,0.00009201408,0.000038428305,0.0000026603514,0.000026124046,0.00005671028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990336,0.00002510396,0.00031385443,0.00007694066,0.00019524031,0.0003553061],"domain_scores_gemma":[0.999263,0.000028127533,0.00003705096,0.00021839884,0.000091519716,0.00036193914],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033056104,0.000116268886,0.00013762077,0.00010952301,0.000108738976,0.00005015762,0.0003163211,0.000103019614,0.00027874683],"category_scores_gemma":[0.00009047522,0.00008585361,0.00007455993,0.00018222751,0.000036875594,0.00009854061,0.000016628972,0.00061162066,0.00004410449],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006494493,0.000015626198,0.0010468799,0.000036999092,0.00008361845,0.000020747577,0.00014428269,0.89348733,0.0052882787,0.00021411647,0.0054218867,0.09423376],"study_design_scores_gemma":[0.0005786599,0.000407513,0.046991453,0.00018398641,0.000053307842,0.0005134889,0.00013496884,0.93938833,0.0008051835,0.0005656098,0.009956904,0.0004205842],"about_ca_topic_score_codex":0.0041959616,"about_ca_topic_score_gemma":0.00050892663,"teacher_disagreement_score":0.09381317,"about_ca_system_score_codex":0.00016723234,"about_ca_system_score_gemma":0.00013831382,"threshold_uncertainty_score":0.63430667},"labels":[],"label_agreement":null},{"id":"W2162409500","doi":"10.1139/l03-076","title":"The effect of construction designs on temperature field of a roller compacted concrete dam — a simulation analysis by a finite element method","year":2003,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Roller-compacted concrete; Mass concrete; Finite element method; Temperature control; Gravity dam; Fortran; Arch dam; Thermal; Computer simulation; Engineering; Structural engineering; Schedule; Geotechnical engineering; Mechanical engineering; Computer science; Materials science; Simulation","score_opus":0.005279660460726648,"score_gpt":0.2179967353011858,"score_spread":0.21271707484045915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2162409500","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23303333,0.0017831512,0.76292026,0.000051008337,0.0008581091,0.00027636215,0.00007554861,0.000047828813,0.00095437054],"genre_scores_gemma":[0.9986882,0.000021171827,0.0012156928,0.0000055157648,0.000029258536,0.0000025143388,0.0000044699277,0.000022498469,0.00001065639],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998962,0.00007718936,0.00047787366,0.00007469607,0.00017221038,0.00023606117],"domain_scores_gemma":[0.99839413,0.0010076662,0.00012022337,0.00016949452,0.00009846586,0.00021004076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000635363,0.00017603791,0.00042577344,0.00042784112,0.00004647264,0.000025520925,0.00012141847,0.000098201745,0.000044791086],"category_scores_gemma":[0.00046822696,0.00014099592,0.00019967371,0.0006127785,0.000016613616,0.00006580831,0.0000020701648,0.00031144562,3.6608802e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018941339,6.9993825e-7,0.0004336298,0.000052920288,0.000637589,0.0000042869115,0.00010619452,0.99273545,0.00532857,0.000102353675,0.00020384834,0.00037553522],"study_design_scores_gemma":[0.00085396727,0.0004312409,0.00055626687,0.00018188653,0.00040500343,0.000016799175,0.000041421725,0.946111,0.04688395,0.000008422279,0.0042918166,0.0002182094],"about_ca_topic_score_codex":0.00007363201,"about_ca_topic_score_gemma":0.00066268805,"teacher_disagreement_score":0.76565486,"about_ca_system_score_codex":0.0001142942,"about_ca_system_score_gemma":0.00006808058,"threshold_uncertainty_score":0.5749647},"labels":[],"label_agreement":null},{"id":"W2167919925","doi":"10.1080/00221686.2006.9521681","title":"Soft computing-based nonlinear fusion algorithms for describing non-Darcy flow in porous media","year":2006,"lang":"en","type":"article","venue":"Journal of Hydraulic Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Guelph","keywords":"Soft computing; Computer science; Vagueness; Nonlinear system; Flow (mathematics); Fuzzy logic; Artificial neural network; Algorithm; Process (computing); Fluid dynamics; Darcy's law; Mathematical optimization; Artificial intelligence; Porous medium; Mathematics; Geology; Porosity; Mechanics","score_opus":0.048819566349738774,"score_gpt":0.304868060734112,"score_spread":0.2560484943843732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2167919925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5788177,0.0009205883,0.4175059,0.00043737888,0.0008923314,0.00034237077,0.000018440518,0.000088483204,0.0009768243],"genre_scores_gemma":[0.9541674,0.000037414833,0.044651028,0.0000151918175,0.0010102012,0.000004608969,0.000016225946,0.000059482813,0.000038414793],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977153,0.00006120181,0.0006688389,0.00015213658,0.0007580847,0.00064444455],"domain_scores_gemma":[0.9985949,0.0006851332,0.000061822284,0.00019086391,0.00031759526,0.00014970219],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0026620904,0.00016893649,0.00035502916,0.0007305462,0.00009227909,0.00009101267,0.00034699938,0.00012508847,0.000010642663],"category_scores_gemma":[0.00022474726,0.00015402306,0.00013489413,0.00054617354,0.00004630618,0.0001846493,0.000039659844,0.0008692527,0.000008983699],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050601284,0.0001026388,0.00031508293,0.00010829045,0.000015219944,0.0001559129,0.00016740178,0.9609197,0.00385237,0.000008434577,0.00267949,0.031624854],"study_design_scores_gemma":[0.0015003677,0.00015499162,0.003969796,0.00027211214,0.0000057039815,0.00004496768,0.00006998007,0.98788375,0.0023731918,0.00013533837,0.003429445,0.00016033315],"about_ca_topic_score_codex":0.00007648545,"about_ca_topic_score_gemma":0.000047872207,"teacher_disagreement_score":0.37534973,"about_ca_system_score_codex":0.0002514246,"about_ca_system_score_gemma":0.00013384978,"threshold_uncertainty_score":0.6280878},"labels":[],"label_agreement":null},{"id":"W2186632526","doi":"10.1680/lbapod.32682.0052","title":"Some problems at small dams in the United Kingdom","year":2004,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"","keywords":"Kingdom; Political science; History; Geology","score_opus":0.03202787070079596,"score_gpt":0.20229291326830012,"score_spread":0.17026504256750416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2186632526","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016848317,0.0008087018,0.0010672295,0.0001789109,0.00071947376,0.0005398651,0.00003234786,0.0011101873,0.99385846],"genre_scores_gemma":[0.19690281,0.0017561377,0.0014005051,0.0007516422,0.0013505894,0.000117565934,0.0009721571,0.0007665586,0.795982],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990266,0.0000049480655,0.0002948144,0.00020231446,0.00017552947,0.00029578252],"domain_scores_gemma":[0.9994172,0.000053439104,0.000024045155,0.00043911033,0.000014473931,0.000051745472],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015282833,0.00036438298,0.00027118536,0.0002563171,0.000032125885,0.00003128513,0.00033751983,0.000311651,0.00020548608],"category_scores_gemma":[0.000004671446,0.0002691843,0.00010207643,0.00006705458,0.00002684899,0.0000372161,0.000050908566,0.0005765163,0.00027130867],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002208048,0.000006838889,0.000004321556,0.00021402845,0.000056714776,0.000045545876,0.0002281894,0.5193881,0.00003636115,0.47861204,0.0010801323,0.00032555303],"study_design_scores_gemma":[0.00061966316,0.000039097195,0.00012713493,0.00060590054,0.000041855874,0.000035010646,0.00000721651,0.011594727,0.000036431207,0.021673575,0.96432287,0.0008965494],"about_ca_topic_score_codex":0.00012342558,"about_ca_topic_score_gemma":0.0001589658,"teacher_disagreement_score":0.9632427,"about_ca_system_score_codex":0.00025578626,"about_ca_system_score_gemma":0.000014703778,"threshold_uncertainty_score":0.99997604},"labels":[],"label_agreement":null},{"id":"W2215984730","doi":"10.1061/(asce)gt.1943-5606.0001363","title":"Closure to “Fabric and Effective Stress Distribution in Internally Unstable Soils” by T. Shire, C. O’Sullivan, K. J. Hanley, and R. J. Fannin","year":2015,"lang":"en","type":"article","venue":"Journal of Geotechnical and Geoenvironmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Soil water; Internal erosion; Relative density; Internal stress; Stability (learning theory); Geotechnical engineering; Mathematics; Closure (psychology); Geology; Soil science; Materials science; Composite material","score_opus":0.002564852447661846,"score_gpt":0.16821432267203354,"score_spread":0.16564947022437168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2215984730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9823082,0.0030570864,0.014156122,0.00010036072,0.00012662094,0.00013213948,0.000050842827,0.000045765795,0.000022869484],"genre_scores_gemma":[0.99911624,0.0005143696,0.00023396965,0.000013835246,0.000053474927,0.0000072058338,0.000008854812,0.000025545882,0.000026514246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990502,0.0000131728275,0.00033683056,0.00015462145,0.00018434016,0.00026084954],"domain_scores_gemma":[0.99948835,0.000054337834,0.00003733069,0.00008075873,0.000009242117,0.00032997245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029539148,0.00020981218,0.0003061052,0.00010108754,0.000019494235,0.000039353443,0.00008761832,0.00011470338,0.0000022107397],"category_scores_gemma":[0.00004869736,0.00019862037,0.00003449279,0.000113748465,0.00003457278,0.00020477774,0.00009915851,0.00041551245,0.0000013291578],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008684376,0.00007582053,0.0025021832,0.00016190557,0.000077354765,0.000082062295,0.00020907851,0.9760398,0.005115192,0.000058468326,0.00092868914,0.0146626],"study_design_scores_gemma":[0.0056952625,0.0020267884,0.35619035,0.0015373672,0.0001444823,0.0012638993,0.00042833562,0.5819766,0.011330399,0.00026104742,0.037480853,0.0016646348],"about_ca_topic_score_codex":0.00001669959,"about_ca_topic_score_gemma":0.0000019587144,"teacher_disagreement_score":0.39406323,"about_ca_system_score_codex":0.00015201309,"about_ca_system_score_gemma":0.0000037426187,"threshold_uncertainty_score":0.80995035},"labels":[],"label_agreement":null},{"id":"W2221422639","doi":"","title":"Temperature Distribution Analysis in Double-Arced Concrete Dams under Environmental Reactions- A Case Study of the Dez Hydro-Electrical Dam in Northern Dezful","year":2013,"lang":"en","type":"article","venue":"Journal of academic and applied studies","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Environmental science; Arid; Geotechnical engineering; Geology","score_opus":0.010477310975576002,"score_gpt":0.23774786459688832,"score_spread":0.22727055362131232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2221422639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99846685,0.0011702629,0.000061505714,0.000051834886,0.00003862324,0.000181551,0.0000040935806,0.0000080494865,0.000017233038],"genre_scores_gemma":[0.999258,0.00065841747,0.000013886586,0.0000069718863,0.000032273492,0.000014256074,0.0000015004082,0.000008217989,0.0000064870173],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990909,0.000025330912,0.00048765456,0.00009316354,0.00015772916,0.00014523225],"domain_scores_gemma":[0.9996816,0.00008454103,0.0001040023,0.00007923377,0.000011720748,0.000038903716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020156192,0.00012836186,0.00036269633,0.00012318663,0.00005058521,0.0000072407047,0.00008197091,0.00009949781,0.000001276545],"category_scores_gemma":[0.000010118529,0.000086462715,0.000056132507,0.00042717508,0.00004223249,0.000073379815,0.000036497415,0.000761506,3.66017e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013505078,0.00011538613,0.32604423,0.00006615797,0.0024171416,0.000089917085,0.008875687,0.59649134,0.063945636,0.00008789444,0.000120519115,0.0016110453],"study_design_scores_gemma":[0.006973477,0.00024255709,0.88964546,0.00013095196,0.0010549829,0.0006841682,0.075064026,0.022639815,0.0027586792,0.00015076442,0.00009322903,0.0005619099],"about_ca_topic_score_codex":0.00004141129,"about_ca_topic_score_gemma":0.00007127131,"teacher_disagreement_score":0.5738515,"about_ca_system_score_codex":0.000126397,"about_ca_system_score_gemma":0.000006713325,"threshold_uncertainty_score":0.35258472},"labels":[],"label_agreement":null},{"id":"W2230098307","doi":"","title":"Étude expérimentale de l'initiation de la rupture des digues en enrochement par surverse","year":2012,"lang":"fr","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Art; Forestry; Geography","score_opus":0.007529364069161189,"score_gpt":0.22494905181723504,"score_spread":0.21741968774807385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2230098307","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46229565,0.023142952,0.50954866,0.00061365805,0.00051763305,0.0004426523,0.00013268934,0.001150398,0.0021557203],"genre_scores_gemma":[0.86817294,0.002815446,0.12660299,0.00029582306,0.00069416437,0.0003398709,0.00008943036,0.00017348053,0.00081588165],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9966636,0.00043273656,0.00052074937,0.00033437414,0.00033486914,0.001713695],"domain_scores_gemma":[0.9981274,0.00035657428,0.000112719616,0.0006152881,0.00005583411,0.0007321977],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002035014,0.0005966865,0.0004322421,0.0002800606,0.00024001794,0.00018658966,0.00041248428,0.00075177156,0.0001979569],"category_scores_gemma":[0.00024937274,0.0007212117,0.00025316348,0.00039318332,0.00016051407,0.0007636231,0.00016970675,0.00083157374,0.000071831244],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013180377,0.0019394908,0.47204047,0.0013268775,0.00078740565,0.0002081232,0.02279161,0.20526224,0.19814575,0.040054806,0.014475802,0.042835616],"study_design_scores_gemma":[0.0011759179,0.00015298153,0.63387364,0.00049539993,0.0002575438,0.00043558865,0.000990465,0.10000775,0.23254876,0.0012687293,0.027331574,0.0014616534],"about_ca_topic_score_codex":0.0084021175,"about_ca_topic_score_gemma":0.0007780629,"teacher_disagreement_score":0.40587726,"about_ca_system_score_codex":0.0028610758,"about_ca_system_score_gemma":0.00016709241,"threshold_uncertainty_score":0.9995239},"labels":[],"label_agreement":null},{"id":"W2231645373","doi":"10.1680/jgele.15.00017","title":"Discussion: On the distinct phenomena of suffusion and suffosion","year":2015,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Internal erosion; Conceptual framework; Forensic engineering; Geotechnical engineering; Engineering; Geology; Epistemology; Philosophy","score_opus":0.012466206046301907,"score_gpt":0.1880693401808313,"score_spread":0.17560313413452938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2231645373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88861656,0.000096605094,0.09181015,0.014052515,0.00035186976,0.00036105188,0.0000139677595,0.00082383206,0.0038734504],"genre_scores_gemma":[0.9989606,0.000017445176,0.00064288016,0.00024331974,0.00006307856,0.000017537752,0.0000040191308,0.0000211507,0.000029962925],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.99950665,0.00001951191,0.00012118215,0.00009509223,0.00012891549,0.00012862503],"domain_scores_gemma":[0.9996549,0.000039285274,0.000017085456,0.00022352481,0.000008651292,0.000056588982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002167717,0.00010874088,0.00010740205,0.00004791762,0.000028094506,0.000009366153,0.000103251805,0.000045873174,0.000005954358],"category_scores_gemma":[0.000023473258,0.000058660284,0.000025994517,0.000100849495,0.00004118366,0.00003531264,0.00003732809,0.00016154244,0.0000045000206],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015072848,0.00013354243,0.001781069,0.0004978922,0.00009130849,0.000051863968,0.004165638,0.053228505,0.6526382,0.00954999,0.17604052,0.101670764],"study_design_scores_gemma":[0.0033231964,0.0011996604,0.041662056,0.002166524,0.00013635223,0.00012007234,0.00090760714,0.1706097,0.3797934,0.005282445,0.39147577,0.0033232053],"about_ca_topic_score_codex":0.0000078510875,"about_ca_topic_score_gemma":0.0000010105713,"teacher_disagreement_score":0.27284476,"about_ca_system_score_codex":0.000033519093,"about_ca_system_score_gemma":0.000002826456,"threshold_uncertainty_score":0.2392097},"labels":[],"label_agreement":null},{"id":"W2259744366","doi":"","title":"Developing An Intelligent System For Modeling The Dam Behaviour Based On Statistical Pattern Matching Of Sensory Data","year":2006,"lang":"en","type":"article","venue":"Proceedings of the Joint CIB W78, W102, ICCCBE, ICCC, and DMUCE International Conference on Computing and Decision Making in Civil and Building Engineering, Montreal, Canada, 14-16 June","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Data mining; Statistical model; Computer science; Data acquisition; Matching (statistics); Data set; Set (abstract data type); Key (lock); Artificial intelligence; Statistics","score_opus":0.0326422471308746,"score_gpt":0.2656651013124234,"score_spread":0.23302285418154878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2259744366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5632274,0.00015504734,0.43527323,0.00013763158,0.0005992645,0.00020268015,0.00014093613,0.00007606589,0.00018774156],"genre_scores_gemma":[0.9898987,0.000045547633,0.009826008,0.000033747274,0.00012137137,0.00000823055,0.0000173444,0.00004112767,0.000007954686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99802804,0.000011100072,0.00069981633,0.0004468696,0.0004973747,0.00031682866],"domain_scores_gemma":[0.9988811,0.00043810724,0.00017338766,0.00022785513,0.00020264676,0.00007692129],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00075120997,0.00032571986,0.00041195037,0.00021190662,0.00014239567,0.00015000216,0.00045274346,0.00009340759,0.0000012484662],"category_scores_gemma":[0.00016287011,0.00024993683,0.000043476983,0.00012791759,0.00004154986,0.00012006251,0.00020199067,0.00032890073,5.267624e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006971631,0.000037471807,0.0010522968,0.0005490699,0.00004143909,0.0000043829805,0.00015138464,0.9608948,0.00085363875,0.013891725,0.0003094338,0.022144595],"study_design_scores_gemma":[0.0004376112,0.000040655734,0.0053118356,0.0026175084,0.000027596236,0.00002152942,0.00027824115,0.98941356,0.0004928346,0.0010141394,0.0000655136,0.00027899325],"about_ca_topic_score_codex":0.011193863,"about_ca_topic_score_gemma":0.011787091,"teacher_disagreement_score":0.42667127,"about_ca_system_score_codex":0.00020347514,"about_ca_system_score_gemma":0.000073527015,"threshold_uncertainty_score":0.9999953},"labels":[],"label_agreement":null},{"id":"W2260557227","doi":"","title":"SIMSOLS: A 3D virtual laboratory for geotechnical applications","year":2012,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Internal erosion; Peck (Imperial); Process (computing); Geotechnical engineering; Porous medium; Flow (mathematics); Levee; Geology; Computer science; Particle (ecology); Engineering; Porosity; Mechanics; Mathematics; Physics; Geometry","score_opus":0.007441747530816465,"score_gpt":0.21713752060454952,"score_spread":0.20969577307373305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2260557227","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0023475024,0.0002548505,0.9904509,0.00003197256,0.00018111066,0.00022606905,0.000033771154,0.0010941314,0.00537966],"genre_scores_gemma":[0.98346794,0.000017449109,0.0152434,0.00005652453,0.00033710763,0.0004131776,0.000016549178,0.000035998124,0.00041184435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99955904,0.0000024847213,0.00010281347,0.00006200296,0.000049727118,0.0002239231],"domain_scores_gemma":[0.99965996,0.000058528232,0.0000046894565,0.00016644238,0.00001839295,0.00009198065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011032104,0.00007900202,0.00007836986,0.000028429664,0.00002780153,0.000007851566,0.00007465633,0.000068421665,0.000030918647],"category_scores_gemma":[0.000013756937,0.00007636976,0.000031095922,0.00009951809,0.000010204037,0.00008431365,0.000010740902,0.0000756881,0.00008949242],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001490022,0.00027731503,0.0003069527,0.00030177075,0.00019075286,5.8559846e-7,0.00033117115,0.53725404,0.019353976,0.27752104,0.06867454,0.095772944],"study_design_scores_gemma":[0.0001389086,0.000013836449,0.00031727558,0.0000033161014,0.000009821955,0.0000011244873,0.000019107028,0.08295118,0.0013391635,0.000036838992,0.91500545,0.0001639643],"about_ca_topic_score_codex":4.2791436e-7,"about_ca_topic_score_gemma":3.5213014e-7,"teacher_disagreement_score":0.98112047,"about_ca_system_score_codex":0.000026482925,"about_ca_system_score_gemma":0.0000055451455,"threshold_uncertainty_score":0.31142685},"labels":[],"label_agreement":null},{"id":"W2269455269","doi":"10.1061/(asce)cf.1943-5509.0000843","title":"Critical Appraisal of Common Simplified Assumptions in Seismic Stability Analyses of Gravity Dams","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Gravity dam; Geotechnical engineering; Cohesion (chemistry); Geology; Residual; Safety factor; Stiffness; Factor of safety; Residual strength; Stability (learning theory); Displacement (psychology); Structural engineering; Engineering; Finite element method","score_opus":0.028298492186666187,"score_gpt":0.3006708395359411,"score_spread":0.2723723473492749,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2269455269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99472564,0.00018761873,0.0041586156,0.000022852431,0.00034136372,0.00003917114,0.00027924983,0.000018652052,0.00022682203],"genre_scores_gemma":[0.9988416,0.00016491252,0.00095631456,7.8628e-7,0.000021832762,0.0000010520143,0.0000018722703,0.000007945458,0.000003709434],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9983052,0.00004760307,0.0010862468,0.0000713322,0.0002839107,0.00020571346],"domain_scores_gemma":[0.9986601,0.00059337483,0.00017398418,0.00020830064,0.00029513586,0.00006909622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041609054,0.00014168287,0.00061422127,0.0002772499,0.000015842754,0.0000046950613,0.00018099407,0.00009236531,0.000077124154],"category_scores_gemma":[0.00040300365,0.000106456835,0.00014158186,0.00019317721,0.00047459407,0.00035653633,0.000022674469,0.00022109531,6.703307e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048251465,0.00028694922,0.4689962,0.0041224076,0.0004079008,0.0000064306555,0.0016634197,0.100333154,0.40243113,0.0021867137,0.00007565986,0.019007528],"study_design_scores_gemma":[0.002735819,0.00070329884,0.4771363,0.0015471177,0.0001501187,0.00009271151,0.0034238005,0.04790508,0.46478075,0.00068048463,0.0003343643,0.0005101276],"about_ca_topic_score_codex":0.000024857625,"about_ca_topic_score_gemma":0.000012882007,"teacher_disagreement_score":0.062349644,"about_ca_system_score_codex":0.000054221233,"about_ca_system_score_gemma":0.00007906735,"threshold_uncertainty_score":0.43411836},"labels":[],"label_agreement":null},{"id":"W2269923565","doi":"","title":"Historical Development of Arch Dams: From Cut-stone Arches to Modern Cconcrete Designs","year":2001,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Arch; Buttress; Arch dam; Abutment; Engineering; Geotechnical engineering; Forensic engineering; Civil engineering; Structural engineering","score_opus":0.046907191120849526,"score_gpt":0.24069832341376407,"score_spread":0.19379113229291456,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2269923565","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36505732,0.00019630682,0.62821347,0.000039058294,0.00016132029,0.000069912036,0.0000029865826,0.00027823055,0.0059814234],"genre_scores_gemma":[0.87874687,0.000021757845,0.11991847,0.00001615154,0.000058663798,0.000017437073,0.0000071369313,0.00003277551,0.0011807434],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990776,0.000008644367,0.0003009874,0.00016479655,0.0001830581,0.00026488837],"domain_scores_gemma":[0.9995202,0.00006798005,0.000011110596,0.00022316756,0.000024102821,0.00015345003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001123541,0.0001511648,0.00023445704,0.00010215029,0.00002454761,0.000006650643,0.00017326712,0.000061720304,0.00005957983],"category_scores_gemma":[0.000020537416,0.00014816405,0.000043262196,0.00014407585,0.000008603267,0.000043181415,0.000039006078,0.000114214105,0.00004832567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000109838365,0.000090382404,0.0032712282,0.00014695963,0.0003747427,0.00004579733,0.012632292,0.3964454,0.28224197,0.00047147955,0.0074393107,0.29673058],"study_design_scores_gemma":[0.001649421,0.00017573766,0.030382983,0.00024223463,0.00006515136,0.00002077305,0.00027608115,0.36962235,0.23173305,0.00079994416,0.36294705,0.0020852135],"about_ca_topic_score_codex":0.00014657946,"about_ca_topic_score_gemma":0.000044760363,"teacher_disagreement_score":0.5136895,"about_ca_system_score_codex":0.00034473804,"about_ca_system_score_gemma":0.00002907488,"threshold_uncertainty_score":0.6041955},"labels":[],"label_agreement":null},{"id":"W2283027053","doi":"10.1016/j.soildyn.2016.01.013","title":"FEM-based parametric analysis of a typical gravity dam considering input excitation mechanism","year":2016,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"University of Colorado Boulder","keywords":"Gravity dam; Parametric statistics; Finite element method; Nonlinear system; Structural engineering; Acceleration; Displacement (psychology); Excitation; Engineering; Eulerian path; Fault (geology); Mechanics; Geology; Physics; Mathematical analysis; Mathematics; Lagrangian; Classical mechanics; Seismology","score_opus":0.005934079422583073,"score_gpt":0.18554212275029017,"score_spread":0.1796080433277071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2283027053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6278972,0.00007744744,0.37146965,0.000026680698,0.00016378208,0.000051703362,0.000046563888,0.00022017809,0.00004678186],"genre_scores_gemma":[0.99634826,0.00007943599,0.0034389766,0.0000074718646,0.000024515666,0.000011557476,0.000026688405,0.00004395296,0.000019140141],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989104,0.000012648291,0.0003457005,0.00022689026,0.00018119937,0.00032315557],"domain_scores_gemma":[0.99923193,0.00025428788,0.000039182774,0.00026039933,0.000047187612,0.00016698128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022234097,0.00023639023,0.00041039145,0.00074676797,0.000034172488,0.000027780332,0.00009236443,0.00013129447,0.000014191438],"category_scores_gemma":[0.00014985545,0.00021230063,0.00014293731,0.0009792409,0.000029482184,0.00010208892,0.00002543254,0.00014327878,0.0000034086763],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008811119,0.000013692098,0.002245846,0.00012286041,0.00035928516,0.0000055607093,0.000044766846,0.97273755,0.0026253408,0.010590765,0.0000031814686,0.011242337],"study_design_scores_gemma":[0.000325456,0.000027760152,0.09263266,0.000059635393,0.0001580438,0.0000023400967,0.000010612142,0.90582186,0.00046184403,0.00020130308,0.0000429421,0.00025551938],"about_ca_topic_score_codex":0.000015282907,"about_ca_topic_score_gemma":0.000062150575,"teacher_disagreement_score":0.36845106,"about_ca_system_score_codex":0.000070726746,"about_ca_system_score_gemma":0.000016660397,"threshold_uncertainty_score":0.8657368},"labels":[],"label_agreement":null},{"id":"W2287183046","doi":"10.2118/178964-ms","title":"Experimental and Numerical Investigation of a Novel Technique for Perforation in Petroleum Reservoir","year":2016,"lang":"en","type":"article","venue":"SPE International Conference and Exhibition on Formation Damage Control","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Petroleum; Petroleum engineering; Residual oil; Perforation; Residual; Computer simulation; Stage (stratigraphy); Computer science; Porous medium; Process (computing); Porosity; Geology; Engineering; Geotechnical engineering; Simulation; Mechanical engineering; Algorithm","score_opus":0.021503242104351193,"score_gpt":0.24865215388150985,"score_spread":0.22714891177715865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2287183046","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30678365,0.0000139679105,0.6911663,0.00078403286,0.000074259144,0.00025212858,0.0000942265,0.00004258513,0.00078888383],"genre_scores_gemma":[0.9987002,0.0000244785,0.0009854574,0.000035606503,0.00003233355,0.00013270242,0.00005384035,0.000008302345,0.000027052203],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944913,0.0000114111235,0.00024452893,0.00009734612,0.000113540904,0.000084019804],"domain_scores_gemma":[0.9997195,0.000057423673,0.000048197024,0.000058701866,0.000080265614,0.00003588591],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015692213,0.00009020598,0.00010752209,0.00017471619,0.00002247336,0.00002518368,0.00004837587,0.00005417109,0.000023192195],"category_scores_gemma":[0.0000371557,0.000076086544,0.000020047719,0.000039942533,0.000031273823,0.0004988407,0.000008799291,0.000052405918,0.0000016490816],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015212157,0.000030799463,0.0005041058,0.000052706913,0.000013835506,3.7472137e-7,0.0002987145,0.0043021333,0.9584492,0.034362983,0.000093304654,0.0017397167],"study_design_scores_gemma":[0.0034687712,0.0002014432,0.0044863983,0.0002945883,0.0000047555077,0.000007164883,0.0001640635,0.78347945,0.20598523,0.0014146317,0.00032556997,0.00016793978],"about_ca_topic_score_codex":0.0000036817396,"about_ca_topic_score_gemma":0.0000022771164,"teacher_disagreement_score":0.7791773,"about_ca_system_score_codex":0.000058041565,"about_ca_system_score_gemma":0.0000091079155,"threshold_uncertainty_score":0.31027192},"labels":[],"label_agreement":null},{"id":"W2294024616","doi":"10.2495/hy020421","title":"CERBERE: A Control System To Prevent Risk To Dams","year":2002,"lang":"en","type":"article","venue":"WIT Transactions on Ecology and the Environment","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Risk analysis (engineering); Risk management; Acronym; Risk assessment; Engineering; Control (management); Operations management; Computer science; Business; Computer security","score_opus":0.0026422553323965214,"score_gpt":0.1463127803429512,"score_spread":0.1436705250105547,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2294024616","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17636465,0.00026272156,0.81741345,0.0017117969,0.00062581303,0.0009833322,0.000073679264,0.0002450608,0.0023195196],"genre_scores_gemma":[0.99828225,0.0002074371,0.0002969818,0.00012824957,0.000020634709,0.00026747372,4.2444705e-7,0.000017168211,0.0007793964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99942446,0.000049086655,0.00013654713,0.00014146857,0.00006386865,0.0001845636],"domain_scores_gemma":[0.99958456,0.00009255995,0.000009653022,0.00020893231,0.0000014013569,0.00010289801],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014523322,0.00012249718,0.00015816564,0.000044032808,0.00013509489,0.0000074935983,0.000074729316,0.000058731075,0.00021459078],"category_scores_gemma":[0.0000023111038,0.00009336337,0.00004624596,0.000042498734,0.000031018033,0.00001762948,0.0000022604163,0.00016577293,0.0005636188],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026372878,0.00005859518,0.000028315577,0.0000116997135,0.0001165933,0.0000021060887,0.00038274808,0.9914217,0.000044314416,0.00019734156,0.00012326724,0.0075869653],"study_design_scores_gemma":[0.008247926,0.0011130058,0.035047945,0.000100409074,0.00069521036,0.00009598979,0.00053620426,0.86308914,0.0012549387,0.00012533361,0.08860749,0.0010863937],"about_ca_topic_score_codex":0.000006531965,"about_ca_topic_score_gemma":0.000013404321,"teacher_disagreement_score":0.8219176,"about_ca_system_score_codex":0.00009788996,"about_ca_system_score_gemma":7.6768777e-7,"threshold_uncertainty_score":0.72443676},"labels":[],"label_agreement":null},{"id":"W2294525609","doi":"10.14288/1.0050426","title":"Seismic analyses of Wappapello Dam","year":2009,"lang":"en","type":"article","venue":"cIRcle (University of British Columbia)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Seismology","score_opus":0.009123465785371857,"score_gpt":0.17981772881683378,"score_spread":0.17069426303146193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2294525609","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9872693,0.0002701633,0.006539496,0.000014820727,0.00008159759,0.000054100612,0.000058537393,0.00017923498,0.005532766],"genre_scores_gemma":[0.99876016,0.00018284368,0.00069049804,0.000007522182,0.000014241262,4.209724e-8,0.0000107034775,0.000009430397,0.0003245319],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9994775,0.000008814135,0.000103209204,0.00012976301,0.00012393438,0.00015679255],"domain_scores_gemma":[0.9996433,0.000014958268,0.000030343323,0.00019622598,0.000049139682,0.00006603549],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059185226,0.000036590252,0.00022663102,0.000045968,0.000036936475,0.000015419275,0.00019544599,0.00006808404,0.000047980906],"category_scores_gemma":[0.0000064065493,0.00014028758,0.000106847096,0.00024400577,0.000052424937,0.0001324208,0.00001839059,0.00008750283,0.0000110222045],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058753635,0.0001082838,0.001703754,0.00021232571,0.0001525053,0.00008735463,0.00022254275,0.16378473,0.016172927,0.0000026727262,0.0073769954,0.81017005],"study_design_scores_gemma":[0.00037695616,0.000046175413,0.9586746,0.00008846641,0.00004113645,0.000016664588,0.00017554154,0.039813165,0.000044678636,0.00009664375,0.00047106235,0.00015489392],"about_ca_topic_score_codex":0.008907587,"about_ca_topic_score_gemma":0.004282726,"teacher_disagreement_score":0.9569709,"about_ca_system_score_codex":0.000028786177,"about_ca_system_score_gemma":0.000012196148,"threshold_uncertainty_score":0.99769217},"labels":[],"label_agreement":null},{"id":"W23089993","doi":"10.1038/nmat3475","title":"Maple Hill dam micro-hydro turbine evaluation, Saugeen River, Ontario","year":2010,"lang":"en","type":"article","venue":"Nature Materials","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydrology (agriculture); Environmental science; Turbine; Maple; Hydroelectricity; Geology; Engineering; Geotechnical engineering; Ecology","score_opus":0.004449558843224547,"score_gpt":0.21165001720803683,"score_spread":0.2072004583648123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W23089993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98734444,0.00025807912,0.00008057491,0.000081620245,0.0075919195,0.00027377674,0.00013622336,0.00045490763,0.0037784623],"genre_scores_gemma":[0.9954583,0.000011653566,0.0026009448,0.000079171696,0.0006146118,0.000028402106,0.00027857424,0.00005693735,0.0008713717],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988771,0.00003190591,0.0002898917,0.000225202,0.0002757123,0.00030017004],"domain_scores_gemma":[0.9993161,0.000032710297,0.000035571964,0.00042569044,0.000096552656,0.00009334855],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00070988876,0.00023978743,0.0002732106,0.000088459565,0.00005156814,0.00007329447,0.00024203659,0.00049336883,0.002452258],"category_scores_gemma":[0.00009476266,0.00022333348,0.000053054246,0.000096838754,0.000024965131,0.00011668808,0.00003993096,0.0006359144,0.00020854623],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011148945,0.000015673886,0.0001526302,0.00006052421,0.00005227419,0.000005106991,0.0003366066,0.0024869768,0.98050994,0.0002492113,0.015336954,0.00078297174],"study_design_scores_gemma":[0.0010010987,0.000024564913,0.033179354,0.000043976943,0.00008700086,0.000036470865,0.000005610811,0.0013285016,0.60030717,0.0009883736,0.36237895,0.0006189147],"about_ca_topic_score_codex":0.00057643466,"about_ca_topic_score_gemma":0.0016501433,"teacher_disagreement_score":0.38020274,"about_ca_system_score_codex":0.00012961814,"about_ca_system_score_gemma":0.000046994926,"threshold_uncertainty_score":0.99845964},"labels":[],"label_agreement":null},{"id":"W2313330570","doi":"10.1061/40569(2001)350","title":"Physically-Based Modelling of Life Safety Considerations in Water Resource Decision-Making","year":2001,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada)","funders":"BC Hydro","keywords":"Computer science; Risk analysis (engineering); Resource (disambiguation); Constructive; Risk assessment; Range (aeronautics); Operations research; Engineering; Process (computing); Computer security","score_opus":0.015007258969130998,"score_gpt":0.20841501848190727,"score_spread":0.19340775951277628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313330570","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2077678,0.00004022507,0.7811525,0.00006669366,0.000051122013,0.00006377839,0.0000025107558,0.0001943188,0.010661047],"genre_scores_gemma":[0.9768948,0.000008898559,0.022925554,0.0000792146,0.000031459145,0.0000044007847,0.000004902386,0.000024708002,0.000026050555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992058,0.000011272398,0.0003340036,0.000115484865,0.0001237136,0.00020971018],"domain_scores_gemma":[0.99943566,0.00028017903,0.000009606138,0.00019971847,0.000024488136,0.00005037158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014099463,0.00011210451,0.00018804288,0.00011741281,0.00003004817,0.000013470687,0.00006289251,0.000054041742,0.00014617361],"category_scores_gemma":[0.0000401032,0.000092474154,0.000053171185,0.00012402746,0.000014150097,0.00006357635,0.000013789522,0.00012489941,0.00002015241],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013025985,0.000018419938,0.00011720518,0.000015453454,0.000008154459,0.0000051778356,0.000117641306,0.99735385,0.0006841732,0.00059760833,0.00014089719,0.00092842005],"study_design_scores_gemma":[0.0002878682,0.000006760962,0.00020868679,0.00008162516,0.0000034872169,0.0000014258251,0.00002250519,0.9957248,0.001080219,0.0008249912,0.0016283151,0.00012930673],"about_ca_topic_score_codex":0.000009826309,"about_ca_topic_score_gemma":0.000015566828,"teacher_disagreement_score":0.769127,"about_ca_system_score_codex":0.000032395692,"about_ca_system_score_gemma":0.000012904105,"threshold_uncertainty_score":0.37709865},"labels":[],"label_agreement":null},{"id":"W2319589605","doi":"10.1061/41147(392)24","title":"Suffusion Evaluation-Comparison of Current Approaches","year":2010,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Deutsche Forschungsgemeinschaft","keywords":"Current (fluid); Computer science; Vulnerability (computing); Focus (optics); Limit (mathematics); Risk analysis (engineering); Engineering; Mathematics; Electrical engineering; Physics; Computer security","score_opus":0.08052402787703535,"score_gpt":0.3015471669168123,"score_spread":0.221023139039777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319589605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9360952,0.00040175978,0.026582135,0.000012218917,0.0013247532,0.00011992616,0.0000023550895,0.0002554272,0.03520627],"genre_scores_gemma":[0.99820375,0.000005813202,0.0016836971,3.640722e-7,0.00005296844,0.000009203031,0.000009580258,0.000009751249,0.000024892064],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99955875,0.0000046158284,0.000140729,0.00006082477,0.00015141263,0.00008369411],"domain_scores_gemma":[0.99976397,0.000019302413,0.00001016702,0.00015054228,0.000024756057,0.00003126883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018721574,0.00006291536,0.00009431741,0.00004303602,0.0000113696315,0.0000049523064,0.000068877875,0.000035687437,0.00018369034],"category_scores_gemma":[0.000021997077,0.00005507094,0.000028520433,0.00007241568,0.000009422766,0.000035431978,0.0000100299185,0.0001467715,0.0000214315],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029964833,0.00013472108,0.0072739245,0.0001835152,0.000028076924,7.3175634e-8,0.0007321406,0.34920612,0.048114456,0.010070622,0.0034774614,0.5807759],"study_design_scores_gemma":[0.0001223469,0.000006264884,0.007431928,0.000006785376,0.000010070739,3.5585597e-7,0.000032355794,0.9667964,0.019250693,0.00009650737,0.0061631375,0.00008315489],"about_ca_topic_score_codex":0.0000022244124,"about_ca_topic_score_gemma":0.000010746621,"teacher_disagreement_score":0.6175903,"about_ca_system_score_codex":0.000007796042,"about_ca_system_score_gemma":0.000007796173,"threshold_uncertainty_score":0.22457278},"labels":[],"label_agreement":null},{"id":"W2327156739","doi":"10.1061/41165(397)326","title":"Seismic Deformation Analysis for Risk Assessment of Embankment Dams","year":2011,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Levee; Geology; Geotechnical engineering; Liquefaction; Settlement (finance); Crest; Embankment dam; Foundation (evidence); Alluvium; Erosion; Seismology; Geomorphology","score_opus":0.01462217443167518,"score_gpt":0.23543230433216764,"score_spread":0.22081012990049245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327156739","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19647641,0.000011402622,0.7931744,0.0000022084769,0.00008252672,0.00007904253,0.00001996226,0.0001252141,0.010028851],"genre_scores_gemma":[0.9684205,0.000026278225,0.031415332,0.0000034877253,0.000008966126,0.000021581805,0.000026425183,0.00000899322,0.000068428686],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995832,0.000004546421,0.00018636591,0.00005612111,0.00006776491,0.00010204345],"domain_scores_gemma":[0.9997599,0.000014731664,0.000025317797,0.00014526217,0.000026520112,0.000028255497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001505513,0.00006851625,0.00013191988,0.00011583914,0.000015187943,0.0000042207103,0.000058072936,0.000029182578,0.00006921079],"category_scores_gemma":[0.000003865729,0.000059476308,0.00010025267,0.00017061304,0.0000042131883,0.0000743834,0.000006966115,0.000037891838,0.000003325622],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000018248252,0.000017702021,0.009516188,0.000052182535,0.0004767424,5.4526407e-8,0.000249383,0.9862152,0.00011589715,0.00077309925,0.00013692769,0.0024448447],"study_design_scores_gemma":[0.00012032348,0.000022333914,0.10879134,0.000002599826,0.00017621512,1.4589448e-7,0.000042592503,0.8884531,0.0019194352,0.00010193931,0.00030079883,0.00006912238],"about_ca_topic_score_codex":0.00004538691,"about_ca_topic_score_gemma":0.000008638073,"teacher_disagreement_score":0.7719441,"about_ca_system_score_codex":0.000036829784,"about_ca_system_score_gemma":0.00000415059,"threshold_uncertainty_score":0.24253733},"labels":[],"label_agreement":null},{"id":"W2327956217","doi":"10.1139/cgj-2013-0255","title":"Soil compressibility in transient unsaturated seepage analyses","year":2014,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"U.S. Army Corps of Engineers; National Science Foundation","keywords":"Geotechnical engineering; Levee; Pore water pressure; Compressibility; Geology; Steady state (chemistry); Saturation (graph theory); Mechanics","score_opus":0.016272266739755407,"score_gpt":0.23480683350099096,"score_spread":0.21853456676123556,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2327956217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90409935,0.00059927534,0.08865796,0.000674818,0.00084671297,0.00015743237,0.000031650798,0.00045947536,0.004473347],"genre_scores_gemma":[0.9994793,0.00003515305,0.00023869895,0.00009390307,0.00009833524,0.0000025760553,0.00000614531,0.000023373539,0.000022525855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99884546,0.00005193893,0.00034481264,0.00013800203,0.00013906811,0.00048074403],"domain_scores_gemma":[0.99904317,0.00004652661,0.00001749036,0.00021044657,0.00003340999,0.0006489477],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041360932,0.00015508934,0.00023726217,0.00028281985,0.00006600745,0.00005556328,0.00023802106,0.00016187345,0.00006595825],"category_scores_gemma":[0.00007349359,0.00014705077,0.00009339791,0.00033475098,0.00003683271,0.00008390638,0.000006547997,0.0008437179,0.000018998966],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000030570695,0.0000073502074,0.000095716765,0.000013334483,0.000016219961,0.000063023836,0.000033556797,0.9915719,0.0018385354,0.000053022428,0.0010073686,0.0052969297],"study_design_scores_gemma":[0.00047520717,0.000031850817,0.03918504,0.00008021179,0.000016711354,0.00014596077,0.000018487215,0.935507,0.0005394617,0.0003123297,0.023364581,0.00032315386],"about_ca_topic_score_codex":0.003302347,"about_ca_topic_score_gemma":0.01533807,"teacher_disagreement_score":0.09537996,"about_ca_system_score_codex":0.0003370921,"about_ca_system_score_gemma":0.000089274465,"threshold_uncertainty_score":0.8559003},"labels":[],"label_agreement":null},{"id":"W2328529939","doi":"10.1061/40569(2001)322","title":"Dam Risk Management -- A Discussion Paper on the Principles","year":2001,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada)","funders":"","keywords":"Risk management; Risk analysis (engineering); Risk assessment; Computer science; Management science; Engineering; Business; Computer security","score_opus":0.010062982187593234,"score_gpt":0.19056854579959256,"score_spread":0.18050556361199932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2328529939","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.060981683,0.000074794276,0.025423598,0.00139923,0.00041908203,0.00023114841,0.0000044304825,0.0010831215,0.9103829],"genre_scores_gemma":[0.9864722,0.0006098875,0.00078756793,0.00010719585,0.000057989317,0.000024587755,0.0000023923967,0.000023152048,0.011915027],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995563,0.000009003622,0.000089891735,0.00008767196,0.000103966406,0.0001531745],"domain_scores_gemma":[0.99966496,0.000019759227,0.000005892079,0.0002722945,0.000003161222,0.00003391141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000107848595,0.00009520086,0.000056088957,0.000026680662,0.000054545773,0.000019493247,0.00011263528,0.000022902812,0.00031732218],"category_scores_gemma":[0.000006253018,0.000041652504,0.00003632082,0.000087737804,0.0000068852437,0.00003743478,0.000027238837,0.000104404906,0.0002567223],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013135147,0.00005135039,0.0010112455,0.00004137955,0.00013015636,0.00002692466,0.00024681902,0.7775864,0.00018483502,0.096009105,0.016577844,0.10812078],"study_design_scores_gemma":[0.00015563899,0.000016056945,0.021682514,0.00003369244,0.000013387529,0.0000025853972,0.00012387628,0.08798719,0.00013791547,0.00040824563,0.8892747,0.0001641933],"about_ca_topic_score_codex":0.0000032820235,"about_ca_topic_score_gemma":0.000006578656,"teacher_disagreement_score":0.9254905,"about_ca_system_score_codex":0.000022834305,"about_ca_system_score_gemma":6.895033e-7,"threshold_uncertainty_score":0.34744552},"labels":[],"label_agreement":null},{"id":"W2332353991","doi":"","title":"RELATION BETWEEN MONITORING AND DESIGN ASPECTS OF LARGE EARTH DAMS","year":2006,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geodetic datum; Finite element method; Deformation monitoring; Foundation (evidence); Geotechnical engineering; Deformation (meteorology); Nonlinear system; Bedrock; Engineering; Process (computing); Geology; Structural engineering; Computer science; Geodesy","score_opus":0.011747431557109875,"score_gpt":0.21145493994151404,"score_spread":0.19970750838440415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332353991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56068796,0.0002785724,0.4129107,0.000005849566,0.00016284322,0.00007049146,0.0000032481191,0.00034987106,0.02553048],"genre_scores_gemma":[0.9908706,0.000012761397,0.008830111,2.8972653e-7,0.00010773997,0.0000013480313,0.0000034048433,0.000013680501,0.00016007917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996557,0.000005393255,0.00011017825,0.000057167348,0.00006193848,0.00010958711],"domain_scores_gemma":[0.9998536,0.000034839995,0.00000814898,0.00007267838,0.000008499489,0.000022245926],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000093126,0.00006171168,0.0000856797,0.000040939583,0.000015946762,0.0000069452817,0.0000252908,0.00004050308,0.0000060167345],"category_scores_gemma":[0.0000048416837,0.000061254905,0.000013044355,0.00006962496,0.000004518582,0.0000682384,0.0000069778384,0.00005583425,0.0000050944705],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000050411536,0.000026034248,0.16462123,0.0001971267,0.00007893717,0.000005872228,0.000224442,0.769253,0.02878304,0.031051101,0.00042661413,0.005327543],"study_design_scores_gemma":[0.0003066706,0.000023204942,0.87684447,0.000036520563,0.000014488346,0.0000012927995,0.000013823101,0.048609003,0.072459474,0.00066697644,0.0008676439,0.00015640438],"about_ca_topic_score_codex":0.000016572263,"about_ca_topic_score_gemma":0.0000013202501,"teacher_disagreement_score":0.720644,"about_ca_system_score_codex":0.000007982639,"about_ca_system_score_gemma":0.0000021582773,"threshold_uncertainty_score":0.24979024},"labels":[],"label_agreement":null},{"id":"W2334741912","doi":"10.1061/41147(392)36","title":"Effect of Suffusion on Mechanical Characteristics of Sand","year":2010,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Manitoba","keywords":"Internal erosion; Geotechnical engineering; Permeability (electromagnetism); Hydraulic head; Consolidation (business); Soil water; Levee; Geology; Erosion; Piping; Environmental science; Soil science","score_opus":0.0020727749691613804,"score_gpt":0.18969713416975975,"score_spread":0.18762435920059836,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334741912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912332,0.000002517251,0.0016368236,0.0000039972592,0.00045138487,0.00004453304,0.000007824229,0.000090151734,0.006529519],"genre_scores_gemma":[0.9995736,0.000008001834,0.00032719245,0.0000019448103,0.00003299491,0.0000013946075,0.0000035884389,0.000012012712,0.000039301285],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996647,0.000006106704,0.00013215221,0.00004780952,0.00007524621,0.000073938194],"domain_scores_gemma":[0.99969417,0.00010643411,0.000011882508,0.00014583938,0.000010845713,0.000030841118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015076576,0.00006853496,0.00015639808,0.000033972374,0.0000048964002,0.0000016912542,0.000057400594,0.00006337632,0.00009303746],"category_scores_gemma":[0.00004922826,0.000052599025,0.000038005564,0.000042785796,0.000008389739,0.000012349033,0.000010133721,0.00012633413,0.000010044171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027025071,0.000016681555,0.00014221946,0.00018321145,0.000012504268,0.0000011026143,0.000013992569,0.00049948884,0.9800261,0.0019388791,0.00009872219,0.017040038],"study_design_scores_gemma":[0.00023354223,0.00025715408,0.0036581852,0.000025337056,0.00000929091,0.0000017430364,5.6168665e-7,0.026877781,0.96847457,0.000013432785,0.00037781868,0.00007058905],"about_ca_topic_score_codex":0.000002801694,"about_ca_topic_score_gemma":5.1067565e-7,"teacher_disagreement_score":0.02637829,"about_ca_system_score_codex":0.0000031107832,"about_ca_system_score_gemma":0.0000017395922,"threshold_uncertainty_score":0.2144926},"labels":[],"label_agreement":null},{"id":"W2335563328","doi":"10.1061/40502(284)4","title":"Characterizing the 3D Stress-Strain Behavior of Sandy Soils: A Neuro-Mechanistic Approach","year":2000,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"National Science Foundation","keywords":"Stress path; Stress (linguistics); Artificial neural network; Monotonic function; Backpropagation; Soil mechanics; Hydrostatic equilibrium; Geotechnical engineering; Computer science; Hydrostatic stress; Shear stress; Stress–strain curve; Structural engineering; Artificial intelligence; Plasticity; Soil water; Mathematics; Engineering; Materials science; Finite element method; Geology; Soil science; Composite material","score_opus":0.011615802294824593,"score_gpt":0.19644159076094864,"score_spread":0.18482578846612405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335563328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85485816,0.00022477726,0.042826083,0.000077307544,0.0005175276,0.00062996935,0.0007062324,0.0014343329,0.09872559],"genre_scores_gemma":[0.9976314,0.00004602949,0.0016555503,0.00003329831,0.00006783304,0.00004041414,0.00004021494,0.000037427504,0.00044784776],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929374,0.00001371367,0.00021050294,0.00012620499,0.00012711209,0.00022873115],"domain_scores_gemma":[0.9996084,0.00004153293,0.000013765052,0.00027603545,0.000010139786,0.00005015073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009773074,0.00014851555,0.00015939063,0.00003556351,0.000038705137,0.00002427255,0.00018576095,0.000052748514,0.00042181264],"category_scores_gemma":[0.000008337802,0.000110284745,0.000058689504,0.00011783068,0.000021969323,0.00005840461,0.000012488718,0.00016676707,0.000027622613],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004216228,0.0004995087,0.00067510136,0.00082570425,0.00021406246,0.00005618705,0.0025844008,0.3462895,0.27863643,0.0048321495,0.0007628399,0.364582],"study_design_scores_gemma":[0.0009062233,0.0001291569,0.036633145,0.00010521968,0.00017871495,0.00009526296,0.0003661955,0.93309754,0.017290447,0.0000652541,0.010200814,0.00093201967],"about_ca_topic_score_codex":0.000009347525,"about_ca_topic_score_gemma":0.0000013719638,"teacher_disagreement_score":0.5868081,"about_ca_system_score_codex":0.000012313981,"about_ca_system_score_gemma":0.0000060333095,"threshold_uncertainty_score":0.46185526},"labels":[],"label_agreement":null},{"id":"W2339195162","doi":"","title":"Numerical computation of the seepage Rate under the Hydraulic structures (case study on the Dez Regulating Dam in Khuzestan, Iran)","year":2014,"lang":"en","type":"article","venue":"Journal of academic and applied studies","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Computation; Computer science; Geotechnical engineering; Hydrology (agriculture); Geology; Algorithm","score_opus":0.030239607673521435,"score_gpt":0.2752630879188433,"score_spread":0.24502348024532186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2339195162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99594104,0.0005767874,0.0024491167,0.0005722521,0.00012436285,0.0001406837,5.176935e-7,0.000012511865,0.00018269515],"genre_scores_gemma":[0.9996064,0.00010087541,0.000049602993,0.00012055708,0.00010449788,0.0000035144787,5.1260493e-8,0.00001182224,0.0000026994358],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99916905,0.00009000612,0.00038452295,0.00006933707,0.00016899177,0.00011806225],"domain_scores_gemma":[0.9991574,0.0005737772,0.00014023206,0.000090220536,0.00001827864,0.000020091653],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074951607,0.000123147,0.00024623834,0.00003787318,0.00013146996,0.000009931644,0.00013372883,0.000046588695,3.248743e-7],"category_scores_gemma":[0.0000619079,0.000054759133,0.00003924558,0.00015284534,0.00007141576,0.000029659184,0.000039297636,0.0006651623,1.6601696e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018056458,0.000010197032,0.0008432142,0.000028502009,0.00013085366,0.0000036158317,0.0069621885,0.9877974,0.0008498387,0.00092775095,0.00017275584,0.0022556176],"study_design_scores_gemma":[0.0040911594,0.00046128544,0.47861063,0.0006237486,0.00039701854,0.0007130898,0.18249796,0.31093007,0.0032402414,0.017227694,0.0005066356,0.0007004642],"about_ca_topic_score_codex":0.0000025127213,"about_ca_topic_score_gemma":0.0000016919654,"teacher_disagreement_score":0.67686737,"about_ca_system_score_codex":0.000022714543,"about_ca_system_score_gemma":0.000004520162,"threshold_uncertainty_score":0.2889836},"labels":[],"label_agreement":null},{"id":"W2351143608","doi":"","title":"Seismic upgrade of Coquitlam Dam","year":2008,"lang":"en","type":"article","venue":"Chinese Journal of Geotechnical Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BC Hydro (Canada)","funders":"","keywords":"Levee; Geotechnical engineering; Geology; Abutment; Embankment dam; Engineering; Civil engineering","score_opus":0.00612318235060869,"score_gpt":0.1963065606054781,"score_spread":0.19018337825486942,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2351143608","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8271656,0.0011834087,0.1703359,0.000047378446,0.0006942798,0.00006002883,0.0000061056694,0.00027630565,0.0002309842],"genre_scores_gemma":[0.9959109,0.0005029775,0.0032007059,0.000007752036,0.00027968254,0.0000020330235,0.0000017127969,0.00006646487,0.00002779234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984596,0.000008296421,0.00079358375,0.00010085848,0.00033553454,0.00030212544],"domain_scores_gemma":[0.9992187,0.00012702256,0.00010559577,0.00027029793,0.00009015609,0.00018823752],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026655814,0.0002759867,0.00060130167,0.0003200993,0.00002751036,0.0000072090656,0.00038185346,0.00016197945,0.000016623082],"category_scores_gemma":[0.00023455542,0.00022520487,0.00028886306,0.00047582053,0.000045962566,0.00023618538,0.000044312455,0.0006756234,0.000005859414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009309955,0.000028529068,0.00014147308,0.00011970825,0.00007549662,0.00006381417,0.00006999977,0.9809702,0.017677693,0.00005779718,0.00037635083,0.00040965315],"study_design_scores_gemma":[0.00086329784,0.00014170872,0.014942601,0.00024799607,0.000041664214,0.0020215386,0.000007823216,0.9702911,0.0050840853,0.000096477444,0.0058297752,0.00043192823],"about_ca_topic_score_codex":0.0000020256325,"about_ca_topic_score_gemma":1.2510388e-7,"teacher_disagreement_score":0.16874528,"about_ca_system_score_codex":0.00007153827,"about_ca_system_score_gemma":0.000030517118,"threshold_uncertainty_score":0.9183588},"labels":[],"label_agreement":null},{"id":"W2357811371","doi":"","title":"Study on evaluation models of severity degree of dam failure impact","year":2006,"lang":"en","type":"article","venue":"Applied Mechanics and Materials","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dam failure; Dam break; Gravity dam; China; Rehabilitation; Normalization (sociology); Degree (music); Forensic engineering; Risk analysis (engineering); Engineering; Reliability engineering; Business; Geography; Psychology; Structural engineering","score_opus":0.02540276716448976,"score_gpt":0.24205736324632451,"score_spread":0.21665459608183477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2357811371","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9767189,0.000023699637,0.02179545,0.0000015513671,0.00012565359,0.0003670087,0.00008445239,0.000055794637,0.0008274959],"genre_scores_gemma":[0.99892473,0.000009516431,0.0009606383,0.000001049785,0.000028480217,0.000029673929,0.000023734417,0.00002018878,0.0000019852453],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935544,0.000012957301,0.000247765,0.00010605999,0.00016826612,0.00010953737],"domain_scores_gemma":[0.999706,0.000018848605,0.000046001205,0.0001744515,0.000032390515,0.000022329335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042218942,0.00012132286,0.00025614043,0.000053017564,0.000013407914,0.000010132261,0.00005566212,0.00005951123,0.000017628288],"category_scores_gemma":[0.0000041476346,0.000107256325,0.00002170957,0.000057118967,0.0000031238023,0.000033123222,0.000019126579,0.000032090724,0.0000012082668],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000055926736,0.00015035475,0.0000032372573,0.00016195889,0.000091184054,7.795412e-7,0.00033940683,0.1619153,0.73076904,0.104231104,0.00017248963,0.002109204],"study_design_scores_gemma":[0.0029940372,0.0004498324,0.0042338464,0.000087002576,0.0002587575,0.00000484161,0.00055611326,0.08542069,0.7553514,0.14995788,0.00004724991,0.0006383095],"about_ca_topic_score_codex":0.000027647178,"about_ca_topic_score_gemma":0.000007329201,"teacher_disagreement_score":0.07649461,"about_ca_system_score_codex":0.000021201258,"about_ca_system_score_gemma":0.000008418349,"threshold_uncertainty_score":0.4373786},"labels":[],"label_agreement":null},{"id":"W2361725002","doi":"","title":"Dam safety review process in Canada:considerations for improvement","year":2015,"lang":"en","type":"article","venue":"Dam & Safety","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Best practice; Process (computing); Engineering; Forensic engineering; Civil engineering; Political science; Computer science; Law","score_opus":0.02009214036817177,"score_gpt":0.23777811830324233,"score_spread":0.21768597793507055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2361725002","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14456448,0.1507207,0.31249583,0.0626501,0.034508865,0.040054716,0.015780147,0.009257399,0.22996776],"genre_scores_gemma":[0.99362874,0.0023742495,0.0021416252,0.00088521483,0.00015955791,0.00032361914,0.00024494738,0.00008029307,0.00016177355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9984694,0.000016781318,0.0006131928,0.00023960699,0.00024210836,0.00041890625],"domain_scores_gemma":[0.9991882,0.00010057437,0.00003928581,0.00035393273,0.00011385014,0.00020418728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048016678,0.00023504894,0.0003752326,0.000052373427,0.000059145303,0.000015387748,0.00015197425,0.000054318214,0.000052760955],"category_scores_gemma":[0.00024321419,0.00023557123,0.0000570445,0.00021232062,0.00001117699,0.00013443328,0.00002603219,0.00019627645,0.0000121071],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007684342,0.00008815303,0.00076235103,0.005067294,0.00016431941,0.000036832418,0.0007811638,0.8284624,0.0002738047,0.0029033937,0.11994083,0.041442577],"study_design_scores_gemma":[0.005154879,0.00019681959,0.009231,0.0028348884,0.00017173459,0.0000504176,0.00068839645,0.18751422,0.0013846353,0.0029330924,0.787615,0.0022249462],"about_ca_topic_score_codex":0.02372704,"about_ca_topic_score_gemma":0.24123798,"teacher_disagreement_score":0.84906423,"about_ca_system_score_codex":0.0009921683,"about_ca_system_score_gemma":0.00082636514,"threshold_uncertainty_score":0.982774},"labels":[],"label_agreement":null},{"id":"W2379176679","doi":"","title":"Risk analysis of Liuduzhai Reservoir based on FMCEA","year":2011,"lang":"en","type":"article","venue":"Yangtze River","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Failure mode, effects, and criticality analysis; Spillway; Hydropower; Risk analysis (engineering); Risk management; Risk assessment; Engineering; Corporation; Reinforcement; Work (physics); Civil engineering; Failure mode and effects analysis; Computer science; Business; Reliability engineering; Geotechnical engineering","score_opus":0.012675835049994885,"score_gpt":0.18724485603578114,"score_spread":0.17456902098578625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2379176679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92373806,0.00010366411,0.025118487,0.00000937792,0.0002759976,0.00008507323,0.00013841297,0.00044961114,0.050081328],"genre_scores_gemma":[0.9968377,0.000028078588,0.0028594602,0.000015748217,0.000022010761,0.000004636701,0.000015470097,0.000024836692,0.00019210456],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99936503,0.000019812196,0.00016481763,0.00012863727,0.0001475903,0.00017411026],"domain_scores_gemma":[0.99941206,0.000055838456,0.00002692122,0.00041068217,0.00002853976,0.00006593352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013195505,0.00012315018,0.00022374306,0.00032688788,0.00002092187,0.000003820907,0.00015341803,0.00006976783,0.00034086677],"category_scores_gemma":[0.000030059029,0.00011491131,0.00017014811,0.0005994584,0.000028828052,0.00004598079,0.0000143520665,0.00013319818,0.000070948554],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026770782,0.00006230861,0.01920076,0.000037107005,0.00075535796,0.00000968528,0.00089771487,0.97484934,0.00021495984,0.00030330554,0.0016681016,0.0019745633],"study_design_scores_gemma":[0.0002363626,0.000047484777,0.310038,0.000017516239,0.0004220436,1.3112941e-7,0.000013103442,0.68403727,0.00219022,0.000052530646,0.002763981,0.00018136355],"about_ca_topic_score_codex":0.00015702595,"about_ca_topic_score_gemma":0.000023059752,"teacher_disagreement_score":0.29083726,"about_ca_system_score_codex":0.000029611305,"about_ca_system_score_gemma":0.0000055360897,"threshold_uncertainty_score":0.4685947},"labels":[],"label_agreement":null},{"id":"W2387767741","doi":"","title":"Dam risk management and failure modes and effects analysis","year":2005,"lang":"en","type":"article","venue":"Large Dam and Safety","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BC Hydro (Canada)","funders":"","keywords":"Fault tree analysis; Event tree analysis; Risk analysis (engineering); Risk management; Risk assessment; Dam failure; Engineering; Event tree; Reliability engineering; Business; Computer science; Geography; Computer security","score_opus":0.0018236239467780975,"score_gpt":0.17386000141022154,"score_spread":0.17203637746344344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2387767741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8229688,0.011753901,0.14929402,0.00021739992,0.00011888597,0.0004247311,0.00027484074,0.00072208786,0.014225332],"genre_scores_gemma":[0.98930854,0.004789438,0.0055276006,0.00003830504,0.000054487984,0.0000096639305,0.0000302643,0.000020477157,0.00022120387],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992424,0.000019924293,0.00015493785,0.00022711244,0.00009261897,0.00026299086],"domain_scores_gemma":[0.99961674,0.000042738404,0.000015526357,0.00019163809,0.00000785214,0.00012552949],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018036668,0.00018535473,0.00025634543,0.00012463034,0.00011503005,0.0000441911,0.000052676976,0.0000743914,0.000012794917],"category_scores_gemma":[0.000006097175,0.00016995687,0.000047030022,0.00019921316,0.000021504686,0.000118161144,0.00006248649,0.00013648157,0.000005037323],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013823652,0.00020652554,0.121745735,0.002787782,0.007803107,0.00011241928,0.003150453,0.41901192,0.0006692701,0.044200566,0.005604071,0.3945699],"study_design_scores_gemma":[0.0014879993,0.000032910106,0.26504365,0.000045680332,0.00088999677,0.000008828357,0.00016486629,0.6198226,0.00013080408,0.00020538838,0.111661576,0.00050568196],"about_ca_topic_score_codex":0.000007706643,"about_ca_topic_score_gemma":0.000066653476,"teacher_disagreement_score":0.39406422,"about_ca_system_score_codex":0.000016375792,"about_ca_system_score_gemma":0.0000010834356,"threshold_uncertainty_score":0.693064},"labels":[],"label_agreement":null},{"id":"W2397461482","doi":"10.21012/fc9.263","title":"Coupled Hydro-Mechanical Cracking of Concrete using XFEM in 3D","year":2016,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Hydro-Québec; Polytechnique Montréal","funders":"","keywords":"Cracking; Computer science; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.013299138493100361,"score_gpt":0.21786011355301813,"score_spread":0.20456097505991777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2397461482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8317215,0.000051086383,0.16572013,0.000017914726,0.00020277948,0.000052985095,0.0000033871258,0.00021221612,0.0020180242],"genre_scores_gemma":[0.99423987,0.000022115933,0.0056042382,0.000007592098,0.000032284093,0.0000017836775,5.661732e-7,0.000024628085,0.00006693815],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99937147,0.000007424788,0.00023260221,0.000096948264,0.00009199494,0.00019957034],"domain_scores_gemma":[0.9996924,0.00008307815,0.0000137820725,0.00015273622,0.000014395373,0.000043650853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014949398,0.00009734919,0.00018081533,0.000072563205,0.00000786622,0.0000044632548,0.00008341137,0.00006743455,0.00011479148],"category_scores_gemma":[0.00003561223,0.00007339152,0.000035671328,0.00011187776,0.000013264153,0.00007741175,0.000021834103,0.00006717081,0.0000149317175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000094246525,0.0000033304568,0.0007465985,0.00006151703,0.00002786423,0.000011296817,0.00006221764,0.072416306,0.9212892,0.0016978314,0.00003741102,0.0036369883],"study_design_scores_gemma":[0.0005319429,0.000013755719,0.0005251918,0.00013933786,0.0000055289347,0.0000055656537,0.000010449934,0.96287763,0.035319008,0.000059526094,0.00035327373,0.00015880677],"about_ca_topic_score_codex":0.000029071862,"about_ca_topic_score_gemma":0.000006046578,"teacher_disagreement_score":0.8904613,"about_ca_system_score_codex":0.000057299643,"about_ca_system_score_gemma":0.000008202952,"threshold_uncertainty_score":0.29928192},"labels":[],"label_agreement":null},{"id":"W2412126053","doi":"10.1139/cgj-2016-0131","title":"Reply to the discussion by Ahmad ALsakran et al. on “Influence of initial fines content on fabric of soils subjected to internal erosion”","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Internal erosion; Geotechnical engineering; Soil water; Erosion; Geology; Environmental science; Soil science; Geomorphology","score_opus":0.013220368543716143,"score_gpt":0.24146597703436665,"score_spread":0.2282456084906505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2412126053","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9435056,0.000040833278,0.017987942,0.03729241,0.00044425728,0.0002255986,0.0002739576,0.00007186207,0.00015753586],"genre_scores_gemma":[0.9951478,0.00003862219,0.00008469275,0.004520634,0.000056385677,0.00000857754,0.0000020879902,0.00002792924,0.00011324575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986957,0.00004657473,0.00045171188,0.00015854402,0.00029280875,0.00035466917],"domain_scores_gemma":[0.9987939,0.00012423556,0.00005708124,0.0003171706,0.000098447425,0.00060916424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003899177,0.00017033683,0.00023948868,0.00023850315,0.00005609365,0.00002189152,0.00041972066,0.00007282903,0.00003304376],"category_scores_gemma":[0.00043082196,0.00008617484,0.000101294594,0.00021301124,0.000040934276,0.00006233424,0.000030608982,0.0003895776,0.00002542157],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023378269,0.00005029831,0.00019961769,0.000020022128,0.00007189198,0.000059657472,0.00020157047,0.43812975,0.31188792,0.00024661998,0.20807835,0.040820517],"study_design_scores_gemma":[0.0032017247,0.0038234568,0.1778257,0.007486116,0.00006904294,0.0004539938,0.00013469372,0.006133519,0.13885684,0.0002382093,0.6602416,0.0015350791],"about_ca_topic_score_codex":0.0027797823,"about_ca_topic_score_gemma":0.0011971776,"teacher_disagreement_score":0.45216328,"about_ca_system_score_codex":0.00020599019,"about_ca_system_score_gemma":0.000087079025,"threshold_uncertainty_score":0.42022178},"labels":[],"label_agreement":null},{"id":"W2413825089","doi":"10.15675/gepros.v11i2.1419","title":"Metodologia híbrida Wavelet – SVR para projeção de deslocamentos relativos no bloco I11 da barragem da usina hidrelétrica de Itaipu","year":2016,"lang":"pt","type":"article","venue":"GEPROS. Gestão da Produção, Operações e Sistemas","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Discovery Air (Canada)","funders":"","keywords":"Wavelet; Hydroelectricity; Mathematics; Statistics; Geology; Computer science; Econometrics; Engineering; Artificial intelligence","score_opus":0.04275393621968343,"score_gpt":0.26232298315964725,"score_spread":0.21956904693996382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2413825089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86076456,0.018028803,0.07709156,0.006552146,0.0062522707,0.012335258,0.0012456017,0.0054005845,0.012329224],"genre_scores_gemma":[0.9301162,0.0018241691,0.027438678,0.00025666787,0.0010290581,0.0013670659,0.00013046397,0.00076818984,0.037069537],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9883896,0.0008982044,0.0024657757,0.0029981774,0.0013343417,0.0039138664],"domain_scores_gemma":[0.9928021,0.0008520305,0.0005322571,0.003951154,0.00061661046,0.0012458372],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0037237701,0.0021520895,0.0023203804,0.00064983114,0.00076593243,0.0009867823,0.0020925412,0.0013468455,0.0006309071],"category_scores_gemma":[0.002835773,0.0019046558,0.00078725745,0.0016567146,0.00049737206,0.0010404052,0.00089956704,0.0018783055,0.0020094723],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023806382,0.003811682,0.053471435,0.035989024,0.010002578,0.003653549,0.018660428,0.10978494,0.5588589,0.01003808,0.07685302,0.11649577],"study_design_scores_gemma":[0.028228374,0.006788652,0.09379208,0.032476466,0.0060016047,0.004023887,0.0027044255,0.20991738,0.13176788,0.0015092152,0.4554425,0.027347552],"about_ca_topic_score_codex":0.0005723383,"about_ca_topic_score_gemma":0.000047109283,"teacher_disagreement_score":0.42709097,"about_ca_system_score_codex":0.002353533,"about_ca_system_score_gemma":0.0008573138,"threshold_uncertainty_score":0.99994963},"labels":[],"label_agreement":null},{"id":"W2415803915","doi":"10.1139/cgj-2016-0053","title":"Discussion of “Influence of initial fines content on fabric of soils subjected to internal erosion”","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Internal erosion; Geotechnical engineering; Soil water; Erosion; Geology; Environmental science; Soil science","score_opus":0.013999101953464932,"score_gpt":0.22810958493172814,"score_spread":0.2141104829782632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2415803915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9832227,0.000029360694,0.015785301,0.00045370823,0.00021936973,0.00007177865,0.00009373786,0.000029509067,0.00009454013],"genre_scores_gemma":[0.9996193,0.00002833108,0.00019591895,0.000031097617,0.000055721717,0.000002115241,8.0868864e-7,0.000017516333,0.000049159276],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99894315,0.000018770319,0.00048852817,0.000089581816,0.00020143647,0.0002585359],"domain_scores_gemma":[0.9991218,0.000066013316,0.00007083138,0.00018019458,0.00013106015,0.00043010883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017169234,0.00012011211,0.0002636108,0.00031579426,0.000021226497,0.000005546095,0.00026697974,0.000097745826,0.000043300937],"category_scores_gemma":[0.00029247993,0.00007044416,0.000101277816,0.00017808122,0.000059980448,0.0000625978,0.000021369115,0.00021478583,0.0000059506137],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000103317645,0.000033906756,0.0010462321,0.00007225211,0.00005772685,0.000046717578,0.00009543408,0.25848004,0.70610714,0.00029237662,0.0013680643,0.032296803],"study_design_scores_gemma":[0.002838223,0.0017693053,0.54077,0.007562724,0.00007398239,0.00038100407,0.000087144625,0.00790857,0.4321041,0.00052779843,0.0050787292,0.0008984112],"about_ca_topic_score_codex":0.0014560617,"about_ca_topic_score_gemma":0.00071755174,"teacher_disagreement_score":0.53972375,"about_ca_system_score_codex":0.00013779597,"about_ca_system_score_gemma":0.00010341311,"threshold_uncertainty_score":0.28726295},"labels":[],"label_agreement":null},{"id":"W2484066867","doi":"10.2495/safe-v6-n2-122-131","title":"Real-time monitoring and forecasting of dike strength","year":2016,"lang":"en","type":"article","venue":"International Journal of Safety and Security Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Deltares","keywords":"Dike; Geology; Computer science","score_opus":0.006104692785968033,"score_gpt":0.19981094039637823,"score_spread":0.1937062476104102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2484066867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99002975,0.00058163836,0.007879641,0.00009220368,0.0008379172,0.00003183883,0.000032644366,0.00006185234,0.00045251704],"genre_scores_gemma":[0.9937203,0.0035394991,0.002400218,8.61728e-7,0.00030129513,4.984262e-7,8.58662e-7,0.000021545022,0.000014943953],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990545,0.000007207262,0.00048203277,0.00007806433,0.00023435621,0.00014385102],"domain_scores_gemma":[0.99938834,0.00023531014,0.00009216007,0.00006301571,0.00012517111,0.00009600453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026742707,0.00013457815,0.00024582577,0.00018154524,0.000016013328,0.000018145442,0.00014182045,0.000058988717,0.0000099069375],"category_scores_gemma":[0.000117327174,0.0001086893,0.000059952985,0.000055689794,0.000023561635,0.0002669613,0.00004307247,0.0001356101,5.99682e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041601522,0.00008710755,0.00880692,0.0006033681,0.0015758591,0.00020108891,0.003015245,0.21150328,0.5687787,0.0063650548,0.00008218604,0.1985652],"study_design_scores_gemma":[0.010793247,0.000642408,0.13673899,0.00980447,0.00024238128,0.0025593715,0.0005373026,0.6613198,0.15709944,0.0016886736,0.016192015,0.002381898],"about_ca_topic_score_codex":0.0000047081876,"about_ca_topic_score_gemma":3.1687614e-7,"teacher_disagreement_score":0.44981652,"about_ca_system_score_codex":0.000056716744,"about_ca_system_score_gemma":0.000008986808,"threshold_uncertainty_score":0.4432221},"labels":[],"label_agreement":null},{"id":"W2514434668","doi":"","title":"Dam Risk Management","year":2000,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada)","funders":"","keywords":"Risk management; Risk analysis (engineering); Business","score_opus":0.0022648678128166775,"score_gpt":0.15550723353361023,"score_spread":0.15324236572079356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2514434668","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04269185,0.00009543539,0.011180913,0.000008451998,0.00011945259,0.000037140024,0.0000026565554,0.0009553145,0.9449088],"genre_scores_gemma":[0.97197163,0.00082506274,0.0065399846,0.000020046124,0.000040387604,0.000006563755,0.0000028656134,0.000018566481,0.020574888],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99973285,0.0000019008755,0.000057410296,0.000052772546,0.000045228917,0.000109817345],"domain_scores_gemma":[0.9998361,0.0000030124877,0.0000012697753,0.00012730839,0.0000014801149,0.000030847827],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000031020743,0.00005500868,0.00004191186,0.000019554514,0.0000144161695,0.000008356044,0.000053650136,0.000015851956,0.002033426],"category_scores_gemma":[3.7791904e-7,0.00005069062,0.000019911047,0.000056567118,0.0000029302382,0.000027567141,0.000003819079,0.000047525366,0.0011389601],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011130641,0.0000060894017,0.00008367365,0.000019813579,0.000039624054,0.0000064360756,0.00003062424,0.5333057,0.000010901746,0.0015828452,0.014071877,0.4508413],"study_design_scores_gemma":[0.00019910715,0.0000069915786,0.0075689065,0.000007242488,0.000012823149,0.000002486525,0.000012595923,0.1612709,0.00017908296,0.00028436445,0.83027786,0.00017764841],"about_ca_topic_score_codex":0.000004393868,"about_ca_topic_score_gemma":0.0000010179633,"teacher_disagreement_score":0.9292798,"about_ca_system_score_codex":0.000010791566,"about_ca_system_score_gemma":3.055061e-7,"threshold_uncertainty_score":0.9996388},"labels":[],"label_agreement":null},{"id":"W2523479315","doi":"10.1016/j.ijleo.2016.09.070","title":"Research on an abnormality diagnosis method of the structural behavior of spatial crack systems in concrete dams","year":2016,"lang":"en","type":"article","venue":"Optik","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Specialized Research Fund for the Doctoral Program of Higher Education of China; Priority Academic Program Development of Jiangsu Higher Education Institutions; Six Talent Peaks Project in Jiangsu Province; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China; North Carolina Central University; Innovation, Science and Economic Development Canada; National Science Foundation","keywords":"Abnormality; Nonlinear system; Structural engineering; Computer science; Psychology; Engineering","score_opus":0.0382728408248174,"score_gpt":0.34803482846059447,"score_spread":0.30976198763577706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2523479315","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976756,0.000052542873,0.0009715052,0.000017861972,0.00036628413,0.0001916871,0.000085866566,0.000031680494,0.0006069891],"genre_scores_gemma":[0.99917185,0.000018453144,0.0006601708,9.947614e-7,0.000046755522,0.000048045666,0.0000018505907,0.000017396405,0.000034453074],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989941,0.00017057257,0.0002531144,0.000116898394,0.0002633706,0.00020193403],"domain_scores_gemma":[0.99921596,0.00026154515,0.00002811216,0.0003932795,0.00005655609,0.000044545894],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007766393,0.00008890641,0.00018991702,0.00007425326,0.000020448178,0.000007856697,0.00023872977,0.00007593206,0.000026915577],"category_scores_gemma":[0.000052267547,0.00005360698,0.000043577133,0.00014941492,0.00005253566,0.00007456954,0.00003909601,0.00016687803,0.0000029003554],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018929108,0.000075350305,0.2397587,0.00104671,0.00014145016,0.000034150813,0.0020058046,0.48775986,0.16055752,0.010929634,0.00037535463,0.09712617],"study_design_scores_gemma":[0.00095035136,0.00024316247,0.8307643,0.0004966895,0.000022321861,0.00000989077,0.00020597773,0.04900506,0.11755703,0.000042607626,0.000423973,0.00027865943],"about_ca_topic_score_codex":0.001227915,"about_ca_topic_score_gemma":0.000054003143,"teacher_disagreement_score":0.59100556,"about_ca_system_score_codex":0.00006523579,"about_ca_system_score_gemma":0.000013014773,"threshold_uncertainty_score":0.21860291},"labels":[],"label_agreement":null},{"id":"W2537155449","doi":"10.1139/cgj-2016-0069","title":"Framework to assess Newmark-type simplified methods for evaluation of earthquake-induced deformation of embankments","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Dalian University of Technology","keywords":"Geotechnical engineering; Deformation (meteorology); Geology; Structural engineering; Displacement (psychology); Reliability (semiconductor); Range (aeronautics); Engineering","score_opus":0.06990386219448694,"score_gpt":0.35763008502202065,"score_spread":0.2877262228275337,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2537155449","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25621465,0.00005246644,0.74247533,0.00022421085,0.00059174,0.00025826393,0.000018587538,0.000035129015,0.00012960903],"genre_scores_gemma":[0.9625465,0.000012673021,0.037284464,0.00003230004,0.00007946108,0.00001224606,0.0000029543603,0.000022261325,0.0000071151953],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989255,0.000048562695,0.00042974832,0.00008474855,0.00022859448,0.00028281572],"domain_scores_gemma":[0.99880487,0.00016216414,0.000069274305,0.00020414397,0.00037837037,0.00038115168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018218613,0.00010713591,0.00021049648,0.0002612568,0.00004175329,0.000014020785,0.0001890254,0.00018330466,0.00005277986],"category_scores_gemma":[0.00096294243,0.000086600325,0.00008152104,0.00024651797,0.000011120027,0.0001123253,0.000009885517,0.00017864327,0.0000049000223],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031868196,0.000011148169,0.000071314316,0.000054927474,0.000097331584,8.3254065e-7,0.000101339625,0.27617422,0.04691147,0.0009015419,0.0009997515,0.67464423],"study_design_scores_gemma":[0.0046426537,0.001137948,0.07928634,0.0019746372,0.0004913439,0.00015217776,0.00018628027,0.71756315,0.12083734,0.030909868,0.041410893,0.0014073402],"about_ca_topic_score_codex":0.00014280595,"about_ca_topic_score_gemma":0.00014686426,"teacher_disagreement_score":0.70633185,"about_ca_system_score_codex":0.00034416694,"about_ca_system_score_gemma":0.00025139758,"threshold_uncertainty_score":0.35314587},"labels":[],"label_agreement":null},{"id":"W2537874370","doi":"10.1007/s11269-016-1526-0","title":"Granular Computing for Prediction of Scour Below Spillways","year":2016,"lang":"en","type":"article","venue":"Water Resources Management","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Hydrogeology; Geology; Hydrology (agriculture); Geotechnical engineering; Engineering; Environmental science","score_opus":0.007190148567701634,"score_gpt":0.17450827989838433,"score_spread":0.16731813133068268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2537874370","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5603421,0.00008741883,0.43280286,0.00010538022,0.00041958227,0.00036561093,0.000050485713,0.00050041114,0.005326167],"genre_scores_gemma":[0.99704236,0.00002672417,0.0021783027,0.0000073429137,0.00009346106,0.00001787829,0.000012160505,0.00002994134,0.00059184444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9993148,0.000005657727,0.0002005963,0.00012698266,0.000119531935,0.00023245037],"domain_scores_gemma":[0.99973977,0.000012037233,0.000014318683,0.00018536644,0.000014691335,0.000033795768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017689037,0.00010857394,0.00012223191,0.000095775504,0.000036051817,0.000011269998,0.00012235738,0.000029502116,0.000012135792],"category_scores_gemma":[0.0000020708753,0.000068028115,0.000060788618,0.000041415533,0.00001536739,0.00004414735,0.000047369187,0.000026115196,0.000016335536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012031464,0.00014879243,0.008329887,0.0052515673,0.0008644417,0.000026239473,0.0050696526,0.62043154,0.07730171,0.00470377,0.010931502,0.26682055],"study_design_scores_gemma":[0.0034417089,0.00022590598,0.03291189,0.000870288,0.00017835476,0.000004571182,0.00018304863,0.14257114,0.08022034,0.0012274312,0.73753554,0.00062977703],"about_ca_topic_score_codex":0.0000018161601,"about_ca_topic_score_gemma":2.977224e-7,"teacher_disagreement_score":0.72660404,"about_ca_system_score_codex":0.000030713192,"about_ca_system_score_gemma":3.0294987e-7,"threshold_uncertainty_score":0.27741063},"labels":[],"label_agreement":null},{"id":"W2545055751","doi":"10.4038/engineer.v40i4.7159","title":"Numerical Modelling of Deformation in Preloaded Embankment over Weak Soil.","year":2007,"lang":"en","type":"article","venue":"Engineer Journal of the Institution of Engineers Sri Lanka","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Research & Development Corporation","funders":"","keywords":"Sri lanka; Institution; Hydroelectricity; Schematic; Section (typography); Hydropower; Levee; Civil engineering; Computer science; Engineering management; Geology; Engineering; Geotechnical engineering; Geography; Sociology; Environmental planning; Social science; Electrical engineering","score_opus":0.00979123976935238,"score_gpt":0.1983208246060732,"score_spread":0.18852958483672083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2545055751","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45174325,0.00060613756,0.54526186,0.000024005461,0.0012339283,0.00010279042,0.00000578084,0.00004264797,0.000979632],"genre_scores_gemma":[0.9957531,0.0000830306,0.004013863,0.000005416386,0.000111466914,0.00000143478,0.000002601177,0.00001959348,0.0000094996685],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99822736,0.000016226588,0.0009815933,0.000074073796,0.00043220836,0.00026856663],"domain_scores_gemma":[0.99933374,0.00007666418,0.00018277032,0.00021260252,0.000107880565,0.00008635125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00078755803,0.00020006976,0.00037021615,0.00044057594,0.000020286046,0.000007152246,0.00029526706,0.00012981771,0.00000989854],"category_scores_gemma":[0.00007676887,0.00015816622,0.00020140815,0.00051909144,0.00003582928,0.00028519589,0.000018595627,0.0004601105,0.0000015100557],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028909677,0.00004004053,0.00022487708,0.00014686128,0.00007037336,0.0000038947483,0.0009628187,0.9946191,0.0024664525,0.0010953089,0.000061538325,0.00027983423],"study_design_scores_gemma":[0.0011153143,0.00006371672,0.0039868345,0.00047239554,0.000046053952,0.00006857775,0.00018778066,0.9512762,0.041317888,0.0000672001,0.0011583163,0.0002397117],"about_ca_topic_score_codex":0.000013481149,"about_ca_topic_score_gemma":0.0000019459549,"teacher_disagreement_score":0.54400986,"about_ca_system_score_codex":0.00022944134,"about_ca_system_score_gemma":0.000046574394,"threshold_uncertainty_score":0.6449832},"labels":[],"label_agreement":null},{"id":"W2554652312","doi":"10.14346/jkosos.2016.31.4.64","title":"Numerical Study on Earthquake Performance of Gravity Dam Considering Earthquake Frequencies","year":2016,"lang":"en","type":"article","venue":"Journal of the Korean Society of Safety","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Gravity dam; Earthquake simulation; Geology; Seismic microzonation; Incremental Dynamic Analysis; Seismology; Geotechnical engineering; Earthquake resistance; Seismic analysis; Structural engineering; Engineering; Finite element method","score_opus":0.014167595417594993,"score_gpt":0.2145505874074876,"score_spread":0.2003829919898926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2554652312","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968978,0.00010679812,0.0015797169,0.00032586936,0.00045840396,0.00012219338,0.000024010451,0.000038921822,0.000446295],"genre_scores_gemma":[0.99831164,0.00020973392,0.0012520597,0.000022584207,0.00011297431,9.4102813e-7,2.4783895e-7,0.000028897406,0.00006092569],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.998311,0.00005554556,0.0007648555,0.00010711783,0.0005164174,0.00024510233],"domain_scores_gemma":[0.9988491,0.00023889756,0.00029774068,0.000380919,0.00014432537,0.00008903168],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008161814,0.00020257678,0.00049746945,0.0000432881,0.00007780142,0.000007335604,0.00038203868,0.00008090513,0.000019410103],"category_scores_gemma":[0.00006991243,0.00011772966,0.0004952496,0.00020211995,0.00014793932,0.00016061668,0.00004997417,0.00035220952,0.0000037823654],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072677236,0.0012651574,0.26073545,0.0011093338,0.003062171,0.000020024368,0.016734142,0.49946177,0.11356314,0.0005355567,0.0083495295,0.09443694],"study_design_scores_gemma":[0.002163857,0.0008976318,0.95827264,0.00086525,0.00010278165,0.000072916286,0.0009822024,0.0030424276,0.030547347,0.00012253417,0.0025920745,0.00033833145],"about_ca_topic_score_codex":0.000006255594,"about_ca_topic_score_gemma":0.0000011731015,"teacher_disagreement_score":0.6975372,"about_ca_system_score_codex":0.00009045215,"about_ca_system_score_gemma":0.00004932282,"threshold_uncertainty_score":0.4800876},"labels":[],"label_agreement":null},{"id":"W2562536730","doi":"10.1680/jgele.16.00099","title":"The role of particle type on suffusion and suffosion","year":2016,"lang":"en","type":"article","venue":"Géotechnique Letters","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; BGC Engineering (Canada)","funders":"","keywords":"Permeameter; Particle (ecology); Bead; Materials science; Composite material; Internal erosion; Geotechnical engineering; Soil water; Geology; Hydraulic conductivity","score_opus":0.0025988407855360605,"score_gpt":0.16226286674318285,"score_spread":0.15966402595764678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2562536730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9880531,0.00014433719,0.009280601,0.0017196714,0.00009597626,0.00008072165,0.0000020051018,0.00028875069,0.0003348264],"genre_scores_gemma":[0.99935144,0.00023805222,0.00027113553,0.00007591493,0.000021188282,0.0000065950785,2.8453556e-7,0.000013663507,0.000021745262],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996552,0.000009611344,0.00008467658,0.00006393958,0.000065232816,0.00012133248],"domain_scores_gemma":[0.9997256,0.000071464165,0.000009937839,0.00016002796,0.000007465698,0.000025494333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010499411,0.000062333274,0.00005697082,0.000018543908,0.000031241092,0.000005631365,0.000063873085,0.00003560812,0.0000033594774],"category_scores_gemma":[0.00001643442,0.000035638524,0.000015763844,0.000060440223,0.000031636,0.000028267501,0.000016452845,0.000057122095,0.000007608923],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013366447,0.0000029031014,0.0002474603,0.0000057916973,0.00000385916,7.234175e-7,0.000026940008,0.00026818976,0.94655204,0.0013546933,0.00067747146,0.050846573],"study_design_scores_gemma":[0.00014495356,0.00008725959,0.0037894917,0.000088823275,0.000004279748,0.000003363581,0.000008466672,0.0038583963,0.9584541,0.00038107584,0.033055823,0.00012399977],"about_ca_topic_score_codex":0.000004173545,"about_ca_topic_score_gemma":0.0000010493311,"teacher_disagreement_score":0.050722573,"about_ca_system_score_codex":0.000016403003,"about_ca_system_score_gemma":0.0000013245824,"threshold_uncertainty_score":0.14532968},"labels":[],"label_agreement":null},{"id":"W2562556325","doi":"10.1139/cgj-2016-0193","title":"An empirical method for predicting post-construction settlement of concrete face rockfill dams","year":2016,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Settlement (finance); Geotechnical engineering; Levee; Human settlement; Geology; Structural engineering; Engineering; Civil engineering; Computer science","score_opus":0.010635062815127393,"score_gpt":0.2632414717958861,"score_spread":0.2526064089807587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2562556325","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.048011035,0.00007190323,0.94938153,0.0010577745,0.0005089065,0.00016069814,0.0005482274,0.00015067625,0.00010923371],"genre_scores_gemma":[0.94902635,0.000026948004,0.050461795,0.00009979345,0.00029518772,0.000011402274,0.000014824639,0.000043134096,0.000020593805],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99885374,0.0000340423,0.0003932412,0.00014474314,0.0001453954,0.00042884602],"domain_scores_gemma":[0.9988571,0.00011889385,0.000052616168,0.00020043782,0.00011725266,0.0006537242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051038334,0.00014405423,0.000216937,0.0001746266,0.00009019229,0.00002450607,0.00021841741,0.00017349717,0.000054837707],"category_scores_gemma":[0.00016106166,0.00011403007,0.000111379486,0.00010237411,0.000036943133,0.00014616475,0.00000969901,0.0002688376,0.0000031828743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007610821,0.000010759255,0.0019266475,0.00013166465,0.00032919252,0.000050674724,0.00036179472,0.42538467,0.1345291,0.00083940936,0.008259271,0.4281007],"study_design_scores_gemma":[0.0023796032,0.0008808929,0.0069162105,0.0003973542,0.00014257284,0.0015601164,0.0004442869,0.8490951,0.01720266,0.0009162021,0.11914521,0.0009197949],"about_ca_topic_score_codex":0.00031554417,"about_ca_topic_score_gemma":0.00028457746,"teacher_disagreement_score":0.9010153,"about_ca_system_score_codex":0.00030705088,"about_ca_system_score_gemma":0.00016154429,"threshold_uncertainty_score":0.4650011},"labels":[],"label_agreement":null},{"id":"W2567321274","doi":"","title":"NOVEL DEVELOPMENTS AND FINDINGS FOR THE SAFETY ASSESSMENT OF EARTHQUAKE-EXCITED DAM-RESERVOIR SYSTEMS","year":2008,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Induced seismicity; Finite element method; Earthquake engineering; Flexibility (engineering); Boundary value problem; Geology; Engineering; Structural engineering; Geotechnical engineering; Civil engineering; Mathematics","score_opus":0.013725498910082979,"score_gpt":0.2226881311457048,"score_spread":0.2089626322356218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567321274","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21666291,0.0010044937,0.78017503,0.00022354118,0.00021638234,0.0007876794,0.00013582772,0.00048824336,0.00030587014],"genre_scores_gemma":[0.9512462,0.00063444016,0.04713305,0.00006521459,0.00005597406,0.00042178054,0.000032669748,0.000074464086,0.00033620765],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984466,0.000020588248,0.00051832834,0.00023795143,0.0002800346,0.00049651146],"domain_scores_gemma":[0.99892527,0.0002952323,0.000071623544,0.00046268667,0.000092695394,0.00015249675],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005610368,0.00029005908,0.00037424357,0.00021462122,0.00025990835,0.000048802376,0.00033469265,0.00018062434,0.0000038038609],"category_scores_gemma":[0.000082446946,0.00024581392,0.00009760818,0.0003408011,0.00007366737,0.00016300083,0.00009104276,0.00027294856,0.0000010597906],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007787539,0.00013886885,0.038918775,0.00054307235,0.00044827856,0.000014223034,0.00070098095,0.9147894,0.022423219,0.014200156,0.003205606,0.004539551],"study_design_scores_gemma":[0.0006049078,0.000042500385,0.33030328,0.00007264652,0.00002345232,0.00009208564,0.000052659303,0.66005814,0.0010753355,0.00001642299,0.007399377,0.00025919138],"about_ca_topic_score_codex":0.0008077595,"about_ca_topic_score_gemma":0.00013055764,"teacher_disagreement_score":0.7345833,"about_ca_system_score_codex":0.00022487357,"about_ca_system_score_gemma":0.0000978029,"threshold_uncertainty_score":0.9999994},"labels":[],"label_agreement":null},{"id":"W2567658889","doi":"10.1520/gtj20150181","title":"Adaptation of Broadband Simple Shear Device for Constant Volume and Stress-Controlled Testing","year":2016,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Opal-Rt Technologies (Canada)","funders":"","keywords":"Geotechnical engineering; Simple shear; Shear stress; Adaptation (eye); Constant (computer programming); Shear (geology); Materials science; Stress (linguistics); Simple (philosophy); Geology; Structural engineering; Engineering; Computer science; Composite material; Physics; Optics","score_opus":0.031185190370578562,"score_gpt":0.23938103192487906,"score_spread":0.2081958415543005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567658889","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2870579,0.0006214604,0.7110565,0.00009966718,0.00013655757,0.00026093354,0.00006709117,0.00035759728,0.00034234926],"genre_scores_gemma":[0.954029,0.00002736527,0.04573542,0.0000069029543,0.00013982461,0.000011891584,0.0000013222595,0.000030600433,0.00001764196],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988862,0.000020101006,0.00051347056,0.0001276286,0.0001500283,0.00030251674],"domain_scores_gemma":[0.9978808,0.0015585136,0.00011604611,0.00011328281,0.00020548518,0.00012583655],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006393756,0.00014818212,0.0003340783,0.00008326672,0.000105947154,0.000036673264,0.00010514881,0.00009245907,0.0000072110606],"category_scores_gemma":[0.0039691594,0.00010777636,0.00006504165,0.00015300915,0.00006695756,0.00011994439,0.000023599576,0.00020408214,0.0000013240531],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009751717,0.000032684737,0.0050103213,0.00020776193,0.00009228152,0.000013281601,0.000046065943,0.6262352,0.049083956,0.00018165492,0.00027041204,0.3187289],"study_design_scores_gemma":[0.0036260837,0.00023718212,0.0031015798,0.00064272457,0.00006022875,0.00029136657,0.000037532896,0.98916745,0.0005660358,0.0012579935,0.00077613775,0.00023566683],"about_ca_topic_score_codex":0.0000056567956,"about_ca_topic_score_gemma":0.0000011541875,"teacher_disagreement_score":0.66697115,"about_ca_system_score_codex":0.000036139525,"about_ca_system_score_gemma":0.000037984937,"threshold_uncertainty_score":0.47517413},"labels":[],"label_agreement":null},{"id":"W2594349576","doi":"","title":"Implementing a Universal Tip Asymptotic Solution into an Implicit Level Set Algorithm (ILSA) For Multiple Parallel Hydraulic Fractures","year":2016,"lang":"en","type":"article","venue":"50th U.S. Rock Mechanics/Geomechanics Symposium","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Set (abstract data type); Algorithm; Computer science; Programming language","score_opus":0.016059352602344056,"score_gpt":0.23753029026235575,"score_spread":0.2214709376600117,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2594349576","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0031074188,0.00016805998,0.99153984,0.00033658036,0.0016816095,0.0010255504,0.0007398687,0.001319967,0.00008113692],"genre_scores_gemma":[0.9679295,0.00026342412,0.029693898,0.00014922999,0.0006489313,0.00026640107,0.00045476286,0.00035001084,0.00024388802],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9958168,0.000070431684,0.00080940104,0.0009500046,0.0005060139,0.00184732],"domain_scores_gemma":[0.9978927,0.00021981,0.00019230235,0.0009571686,0.00022742485,0.0005106079],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007722822,0.0008340625,0.0006739121,0.00043500526,0.0005735904,0.00012151873,0.00080129766,0.0005075695,0.000059644142],"category_scores_gemma":[0.00009133023,0.0007827979,0.0003299417,0.00039561393,0.0000070300157,0.000628759,0.00033736712,0.0003644857,0.00008532261],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001832391,0.0002165143,0.000014894447,0.00048724088,0.0006773201,0.00002391509,0.0013959968,0.28923076,0.6312087,0.02298328,0.0036177607,0.04996037],"study_design_scores_gemma":[0.002692988,0.00045932384,0.0000119820415,0.00012233248,0.00013390016,0.000039632796,0.00021394152,0.94439495,0.019548979,0.009765159,0.021450823,0.001165997],"about_ca_topic_score_codex":0.00011431398,"about_ca_topic_score_gemma":0.00022922001,"teacher_disagreement_score":0.96482205,"about_ca_system_score_codex":0.00063241425,"about_ca_system_score_gemma":0.0001154925,"threshold_uncertainty_score":0.9994623},"labels":[],"label_agreement":null},{"id":"W2598004079","doi":"10.1139/cgj-2016-0558","title":"Evaluation of defective sewer pipe–induced internal erosion and associated ground deformation using laboratory model test","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":92,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Swinburne University of Technology","keywords":"Internal erosion; Gradation; Embedment; Geotechnical engineering; Erosion; Sinkhole; Displacement (psychology); Particle image velocimetry; Settlement (finance); Geology; Deformation (meteorology); Materials science; Karst; Mechanics","score_opus":0.03060753908793749,"score_gpt":0.25520290760852143,"score_spread":0.22459536852058395,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2598004079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97776586,0.00008892267,0.021501545,0.000030761177,0.00022905684,0.000089952024,0.000042027805,0.00003610336,0.00021574808],"genre_scores_gemma":[0.9996377,0.000021040663,0.00024524753,0.00001227565,0.00005601934,0.0000021409785,0.000003071653,0.000019613188,0.0000028606346],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991014,0.000035680074,0.00024408734,0.00008248526,0.00031237808,0.00022394214],"domain_scores_gemma":[0.99903476,0.00002857985,0.000110991496,0.00016862084,0.00038533748,0.00027171316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013358463,0.00011204587,0.00014743414,0.00015588726,0.00026385527,0.00011418022,0.00015348007,0.00016698215,0.000007407299],"category_scores_gemma":[0.00084766705,0.00011399162,0.000041973388,0.000059828017,0.00003472425,0.00039633605,0.000019700065,0.0004193751,0.0000013809043],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000036213644,0.000012631472,0.0010247956,0.000015034834,0.00006014529,0.00000645733,0.00015119402,0.9412388,0.05056372,0.000028742206,0.000101752354,0.0067930655],"study_design_scores_gemma":[0.00037824598,0.000025104637,0.05327824,0.00012153484,0.00007207182,0.000036381865,0.000017873008,0.9447235,0.00088458374,0.00033048692,0.000012620103,0.00011935276],"about_ca_topic_score_codex":0.002257723,"about_ca_topic_score_gemma":0.002969316,"teacher_disagreement_score":0.052253447,"about_ca_system_score_codex":0.0009902734,"about_ca_system_score_gemma":0.00030697102,"threshold_uncertainty_score":0.46484432},"labels":[],"label_agreement":null},{"id":"W2599167108","doi":"10.1139/cgj-2017-0045","title":"Reply to the discussion by Noor on “Drag load on end-bearing piles in collapsible soil due to inundation”","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Bearing (navigation); Drag; Geology; Bearing capacity; Engineering; Environmental science; Geography","score_opus":0.009269731482014428,"score_gpt":0.21959729176463255,"score_spread":0.21032756028261812,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2599167108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6592296,0.00022895016,0.026794773,0.2751022,0.006404975,0.0017019111,0.00041919158,0.00067797257,0.029440429],"genre_scores_gemma":[0.99717873,0.00001647894,0.00014533708,0.00172645,0.00026303512,0.000019796857,0.0000037615039,0.00003830395,0.00060812617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99872875,0.00002205631,0.00027947477,0.00019515675,0.00027317592,0.00050135737],"domain_scores_gemma":[0.99853283,0.00004629895,0.000034494904,0.0005822254,0.00003531429,0.00076882675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053919293,0.00017245498,0.00018831041,0.00022629288,0.00046129437,0.00030562739,0.0006261676,0.00010921865,0.000055715573],"category_scores_gemma":[0.00047013757,0.000116878604,0.000058910384,0.00016094971,0.000022990076,0.00010284847,0.000047980782,0.0007662023,0.00017562915],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025594327,0.000012940212,0.00005462249,0.0000073808683,0.000012560192,0.00013335749,0.00014079172,0.8354211,0.00064343086,0.00019136848,0.12033551,0.043021377],"study_design_scores_gemma":[0.00048520364,0.0002094554,0.01827188,0.0004924671,0.000007754033,0.000108605076,0.000058206097,0.026397338,0.0014822824,0.000157532,0.9518867,0.0004425694],"about_ca_topic_score_codex":0.008309409,"about_ca_topic_score_gemma":0.027472524,"teacher_disagreement_score":0.8315512,"about_ca_system_score_codex":0.0009681709,"about_ca_system_score_gemma":0.00020177498,"threshold_uncertainty_score":0.99829435},"labels":[],"label_agreement":null},{"id":"W2599872771","doi":"","title":"L'expérience algérienne dans le domaine des études de retenues collinaires The Algerian expérience in the domain of small dams studies","year":2014,"lang":"fr","type":"article","venue":"Production scientifique - Communications","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal","funders":"","keywords":"Engineering; Civil engineering; Water resource management; Geography; Environmental science","score_opus":0.04745361623875887,"score_gpt":0.28361198588010755,"score_spread":0.23615836964134868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2599872771","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86851084,0.016242463,0.08147268,0.02967124,0.0013650788,0.0007709103,0.000026675489,0.00014522285,0.0017948964],"genre_scores_gemma":[0.9531204,0.003508132,0.0421421,0.000044620247,0.00011765646,0.0003164205,0.00001183351,0.000027088387,0.0007117325],"study_design_codex":"qualitative","study_design_gemma":"qualitative","domain_scores_codex":[0.9971645,0.0010859147,0.0006155776,0.00038902415,0.00027438425,0.00047059965],"domain_scores_gemma":[0.99574494,0.0007712355,0.00017606345,0.0028955338,0.00034334068,0.00006887101],"candidate_categories":["sts"],"consensus_categories":["sts"],"category_scores_codex":[0.007198272,0.00023840032,0.00028109553,0.00013905777,0.0013139814,0.000121594036,0.0021757963,0.000082380866,0.0000035474966],"category_scores_gemma":[0.0018514891,0.0001836378,0.00009518676,0.0017122839,0.0035866105,0.00035141443,0.00036684267,0.00045247568,0.0000068777745],"study_design_candidate":"qualitative","study_design_consensus":"qualitative","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015831829,0.0004791711,0.001422032,0.00062953203,0.00012741129,0.0000024382102,0.43098953,0.10822807,0.059967596,0.382842,0.001080304,0.014216068],"study_design_scores_gemma":[0.0013796492,0.00029029622,0.12179152,0.004374769,0.00030698214,0.00053245976,0.24554607,0.09378987,0.09698323,0.19798055,0.23511955,0.0019050466],"about_ca_topic_score_codex":0.0007567963,"about_ca_topic_score_gemma":0.005595503,"teacher_disagreement_score":0.23403925,"about_ca_system_score_codex":0.00022007093,"about_ca_system_score_gemma":0.00012321312,"threshold_uncertainty_score":0.9999862},"labels":[],"label_agreement":null},{"id":"W2608394719","doi":"","title":"Estimating Rock Mass Strength For a Concrete Dam Founded On Good Rock: Blind Slough Dam","year":2007,"lang":"en","type":"article","venue":"1st Canada - U.S. Rock Mechanics Symposium","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada)","funders":"","keywords":"Rock mass classification; Geotechnical engineering; Geology; Mass concrete; Mining engineering","score_opus":0.0090106027237866,"score_gpt":0.21036392967522605,"score_spread":0.20135332695143945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2608394719","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010308857,0.0001676247,0.97683984,0.00020926794,0.0059531326,0.0008825466,0.00042035757,0.0008700471,0.004348337],"genre_scores_gemma":[0.9907993,0.000018393019,0.007082606,0.0001996387,0.00069753174,0.00008459743,0.00019440052,0.00024595959,0.00067757326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99653894,0.000025241488,0.00078613573,0.000622499,0.0007042761,0.0013229018],"domain_scores_gemma":[0.9980936,0.00046273135,0.00013895416,0.0007150126,0.0001531645,0.00043655184],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046920695,0.0006811805,0.00061062456,0.00019594593,0.00035651922,0.00010566943,0.0005501971,0.00034197004,0.0000368507],"category_scores_gemma":[0.0001567286,0.0007714132,0.00017270877,0.00038665137,0.0000024345889,0.00017421367,0.00007795271,0.00061682647,0.000021277376],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008059003,0.000012877754,0.0000049472183,0.0002988381,0.00018463728,0.00004198824,0.00013547807,0.9770313,0.012341182,0.005397346,0.0040495493,0.00042127765],"study_design_scores_gemma":[0.0014570717,0.00025097217,0.0000044350436,0.00019250928,0.00009860573,0.000025678006,0.00016031417,0.957577,0.019326577,0.0004570998,0.019547084,0.0009026483],"about_ca_topic_score_codex":0.00641093,"about_ca_topic_score_gemma":0.03281839,"teacher_disagreement_score":0.98049045,"about_ca_system_score_codex":0.0010814578,"about_ca_system_score_gemma":0.00040076178,"threshold_uncertainty_score":0.9994737},"labels":[],"label_agreement":null},{"id":"W2612426909","doi":"10.1139/cgj-2016-0484","title":"Plausible failure mechanisms of wildlife-damaged earth levees: insights from centrifuge modeling and numerical analysis","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Levee; Geotechnical engineering; Geology; Pore water pressure; Lateral earth pressure; Deformation (meteorology)","score_opus":0.00951647493094231,"score_gpt":0.192648523570446,"score_spread":0.1831320486395037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2612426909","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25862163,0.00026972176,0.7401856,0.000336428,0.00017960405,0.000067893765,0.000089514404,0.00008959893,0.00016002438],"genre_scores_gemma":[0.992417,0.000075926124,0.007276468,0.0000599315,0.000110365894,0.0000017591698,0.000010674032,0.000031002444,0.000016894448],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99880195,0.000024569303,0.0003671577,0.00018930923,0.00022073185,0.00039630913],"domain_scores_gemma":[0.99859446,0.000028943536,0.000074196134,0.00040150885,0.000059870665,0.00084101787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015172515,0.00019773975,0.00042623625,0.00036891995,0.00035113856,0.00017547305,0.00042216803,0.00023216371,0.00007128727],"category_scores_gemma":[0.000105495106,0.00019237502,0.00016293355,0.00019340466,0.00004704091,0.00022113272,0.00004233056,0.00070742506,0.0000058500214],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005559275,0.0000067887663,0.00022903358,0.000010791269,0.00038890462,0.00008811665,0.00006033905,0.99551505,0.0015540564,0.0009206797,0.00017154931,0.0010491069],"study_design_scores_gemma":[0.00033772658,0.00002333026,0.0051430212,0.000063040265,0.0002035491,0.000031972922,0.000041046467,0.9898516,0.00028812763,0.0015991767,0.0021685688,0.00024883627],"about_ca_topic_score_codex":0.00841903,"about_ca_topic_score_gemma":0.0075727548,"teacher_disagreement_score":0.73379534,"about_ca_system_score_codex":0.000092740214,"about_ca_system_score_gemma":0.000112812675,"threshold_uncertainty_score":0.99818397},"labels":[],"label_agreement":null},{"id":"W2619359681","doi":"10.1007/978-3-319-56487-6_19","title":"Potential Landsliding at the North Spur, Churchill River Valley","year":2017,"lang":"en","type":"book-chapter","venue":"Advances in natural and technological hazards research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; SNC-Lavalin (Canada)","funders":"","keywords":"Spur; Hydroelectricity; Geology; Landslide; Natural (archaeology); Geotechnical engineering; Engineering; Paleontology","score_opus":0.017089022612957357,"score_gpt":0.2778177462634771,"score_spread":0.26072872365051974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2619359681","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049266763,0.22972979,0.00027107418,0.0012443161,0.0014509766,0.0012571298,0.00022790396,0.0015999397,0.7149521],"genre_scores_gemma":[0.8456266,0.06993562,0.0002019826,0.000007822271,0.00017305635,0.000031388736,0.000041705356,0.00005085065,0.08393099],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9981174,0.00002087336,0.00024671128,0.00044413187,0.0005666322,0.0006042818],"domain_scores_gemma":[0.9990602,0.00019807606,0.0000376013,0.0005597083,0.000068600304,0.00007580709],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.00043737734,0.0003380317,0.00038935296,0.0002635487,0.00040839592,0.00006710305,0.0007875232,0.0005200558,0.00006534389],"category_scores_gemma":[0.00016004826,0.00020609655,0.000105185936,0.000071419134,0.0010242207,0.00015182399,0.00073934894,0.0030188395,0.00006088029],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008580257,0.000015798794,0.00035144077,0.0002673946,0.00009614872,0.00060102507,0.000046748057,0.0040764087,0.00012578121,0.04154891,0.0012112898,0.95157325],"study_design_scores_gemma":[0.00046204537,0.00010189433,0.002557606,0.00032013844,0.000014217169,0.00008941326,0.000011219892,0.0059119742,0.00009252509,0.036912665,0.95290864,0.0006176965],"about_ca_topic_score_codex":0.0000067582555,"about_ca_topic_score_gemma":0.00015686791,"teacher_disagreement_score":0.9516973,"about_ca_system_score_codex":0.00015863929,"about_ca_system_score_gemma":0.000012811974,"threshold_uncertainty_score":0.9992812},"labels":[],"label_agreement":null},{"id":"W2620047387","doi":"10.1139/cgj-2016-0248","title":"Flume-scale experiments on suffusion at bottom of cutoff wall in sandy gravel alluvium","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Priority Academic Program Development of Jiangsu Higher Education Institutions; Hohai University; National Natural Science Foundation of China","keywords":"Flume; Geotechnical engineering; Alluvium; Geology; Pore water pressure; Lateral earth pressure; Cutoff; Hydraulic conductivity; Flow (mathematics); Geomorphology; Soil water; Mechanics; Soil science","score_opus":0.012463057977601643,"score_gpt":0.22523408842676856,"score_spread":0.21277103044916693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2620047387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99259543,0.0002317914,0.0009095237,0.0005554909,0.00082298927,0.00013428181,0.000032278956,0.0000770351,0.0046411525],"genre_scores_gemma":[0.9990183,0.00012137278,0.00034552356,0.0000658598,0.00011586191,0.0000045682214,0.0000046417144,0.000035688987,0.00028815225],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9988026,0.000015328726,0.00034424866,0.0001460617,0.00021012757,0.00048163973],"domain_scores_gemma":[0.99884856,0.00001967656,0.000059638027,0.00046080363,0.000028365757,0.00058293616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025273694,0.00017238503,0.0002618328,0.00024046852,0.0001948327,0.000056111923,0.0004932627,0.0002084544,0.00011338221],"category_scores_gemma":[0.00005729946,0.00017188443,0.000100630044,0.000059921,0.000055506924,0.00009167919,0.000043934655,0.0006311936,0.000037223603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025197692,0.00032223857,0.020036988,0.00022147426,0.0002634915,0.0018260016,0.0017980749,0.7297074,0.12336454,0.0010096391,0.06995947,0.051238686],"study_design_scores_gemma":[0.004967506,0.00051342533,0.4786705,0.001329986,0.000054280332,0.00047725462,0.00011742276,0.28446344,0.03232072,0.0006796936,0.19456486,0.0018409129],"about_ca_topic_score_codex":0.0052595534,"about_ca_topic_score_gemma":0.0073093125,"teacher_disagreement_score":0.4586335,"about_ca_system_score_codex":0.0005855846,"about_ca_system_score_gemma":0.00008636868,"threshold_uncertainty_score":0.7950906},"labels":[],"label_agreement":null},{"id":"W2626102252","doi":"10.1193/072316eqs117ep","title":"Procedures from International Guidelines for Assessing Seismic Risk to Flood‐Control Levees","year":2017,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"U.S. Army Corps of Engineers","keywords":"Levee; Flood myth; Liquefaction; Flood risk assessment; Soil liquefaction; Geotechnical engineering; Flood control; Probabilistic logic; Geology; Return period; Ground motion; Environmental science; Civil engineering; Engineering; Seismology; Geography; Statistics; Mathematics","score_opus":0.026518809299455517,"score_gpt":0.29440931209452387,"score_spread":0.2678905027950684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2626102252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5590674,0.00022556722,0.4329461,0.0017660699,0.0020468677,0.0002626999,0.00033211574,0.0004797117,0.0028734552],"genre_scores_gemma":[0.96341205,0.000053867374,0.03443577,0.00013101581,0.001603831,0.000038435173,0.00002223885,0.00004994702,0.00025285265],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990755,0.000006790027,0.00025650437,0.00022964292,0.0001596652,0.00027193586],"domain_scores_gemma":[0.99928856,0.00006327774,0.00005352835,0.00038924985,0.00010400602,0.000101395606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017484478,0.00018662504,0.00019842389,0.00007135311,0.00020671716,0.00035189718,0.0003919419,0.00006782268,0.000056733952],"category_scores_gemma":[0.0007190891,0.00018565085,0.00010129063,0.000025651043,0.000016002246,0.00020984652,0.000023964194,0.00014110748,0.000077477314],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025049003,0.000016414908,0.0032990407,0.00003540661,0.00025129053,0.000007832471,0.00024992067,0.90812254,0.00529584,0.000118947835,0.01692248,0.06565521],"study_design_scores_gemma":[0.0010568261,0.000027208109,0.2619034,0.00011502218,0.00004378239,0.000004179392,0.000046464265,0.6713291,0.0022977774,0.00076735165,0.062001143,0.00040775392],"about_ca_topic_score_codex":0.00010369096,"about_ca_topic_score_gemma":0.00018801165,"teacher_disagreement_score":0.4043446,"about_ca_system_score_codex":0.000034964458,"about_ca_system_score_gemma":0.0000270773,"threshold_uncertainty_score":0.75706214},"labels":[],"label_agreement":null},{"id":"W2636057523","doi":"10.1139/cgj-2017-0024","title":"Suffusion susceptibility investigation by energy-based method and statistical analysis","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Internal erosion; Soil water; Erosion; Geotechnical engineering; Soil science; Statistical analysis; Environmental science; Geology; Mathematics; Statistics; Geomorphology","score_opus":0.008593440647393443,"score_gpt":0.23095233582422176,"score_spread":0.2223588951768283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2636057523","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033882447,0.00012645293,0.9646881,0.0007232039,0.00013387733,0.000034209716,0.00012808738,0.000085364445,0.0001982398],"genre_scores_gemma":[0.9902989,0.000036877875,0.009404114,0.00011191379,0.000061079634,0.00000253108,0.000038029775,0.000017580836,0.00002895835],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990796,0.00004667007,0.00023690812,0.00016568876,0.0001509723,0.00032020474],"domain_scores_gemma":[0.9985109,0.000079225945,0.000042265176,0.00035087875,0.000043835393,0.0009728724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005511668,0.00013595706,0.00022006032,0.00020850239,0.0003679883,0.00020976941,0.00022250255,0.00016287871,0.0000852001],"category_scores_gemma":[0.0002223806,0.00013439497,0.00007215908,0.000120344586,0.00010102861,0.00010774147,0.000016696626,0.00039550458,0.0000025658455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001949518,0.00002388722,0.016867086,0.00006698172,0.0005136965,0.00021469701,0.00005813779,0.8235853,0.007587996,0.003460899,0.032432828,0.11516905],"study_design_scores_gemma":[0.00024657144,0.000030782907,0.0650125,0.000016441385,0.00015684852,0.000027608718,0.000004302081,0.9193908,0.00035999648,0.0014863086,0.013026959,0.00024089954],"about_ca_topic_score_codex":0.0098400125,"about_ca_topic_score_gemma":0.012107486,"teacher_disagreement_score":0.9564165,"about_ca_system_score_codex":0.00021421892,"about_ca_system_score_gemma":0.00011859878,"threshold_uncertainty_score":0.9967536},"labels":[],"label_agreement":null},{"id":"W2725015745","doi":"10.1061/9780784480786.007","title":"Quality Control Testing, Data Analyses, and QC Practices at Rough River Dam, Kentucky","year":2017,"lang":"en","type":"article","venue":"Grouting 2017","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Aurora College","funders":"","keywords":"Drilling; Acceptance testing; Engineering; Civil engineering; Geotechnical engineering; Mechanical engineering","score_opus":0.2669435872129386,"score_gpt":0.4038070873284966,"score_spread":0.13686350011555798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2725015745","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.917631,0.0022029204,0.012548487,0.00052066974,0.0018399904,0.00037199995,0.0005415212,0.0012887255,0.06305474],"genre_scores_gemma":[0.9945096,0.00006830401,0.004571618,0.00002053348,0.00028673335,0.0000038297376,0.000053701937,0.000032985026,0.00045274082],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987287,0.000045355016,0.0002917655,0.00038687472,0.00019480185,0.00035252667],"domain_scores_gemma":[0.99705905,0.00038524935,0.00038433293,0.0020083128,0.000044709806,0.000118341486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010272287,0.00021058963,0.00030305472,0.000036306177,0.00059597014,0.00026627877,0.00079619995,0.00009581656,0.000011157835],"category_scores_gemma":[0.0037359286,0.00020214274,0.000034614914,0.000035546072,0.00009973135,0.00068507274,0.00043178195,0.00024056435,0.000052223404],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001644083,0.00016143882,0.75376457,0.0013343324,0.001790649,0.00031286626,0.0022681449,0.04036893,0.04089001,0.001068753,0.07389529,0.083980635],"study_design_scores_gemma":[0.0012038836,0.000022667467,0.6509336,0.00011924656,0.00014722589,0.000045105153,0.000031613952,0.31313634,0.00016410902,0.000081271144,0.033575304,0.00053957506],"about_ca_topic_score_codex":0.0010765794,"about_ca_topic_score_gemma":0.00010632833,"teacher_disagreement_score":0.27276742,"about_ca_system_score_codex":0.000048391164,"about_ca_system_score_gemma":0.000012921798,"threshold_uncertainty_score":0.8243142},"labels":[],"label_agreement":null},{"id":"W2727732337","doi":"10.1061/9780784480786.003","title":"Comoe Dam Lateritic Foundation Treatment","year":2017,"lang":"en","type":"article","venue":"Grouting 2017","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Semtech (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; Cushion; Abutment; Levee; Compaction; Foundation (evidence); Bedrock; Engineering; Geomorphology","score_opus":0.02698920041729508,"score_gpt":0.25505577222324743,"score_spread":0.22806657180595236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2727732337","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9047769,0.00009388373,0.0074844323,0.00015611014,0.0022702725,0.00014680401,0.000013178267,0.000901284,0.08415718],"genre_scores_gemma":[0.9982982,0.000036903617,0.0006121413,0.0000054423967,0.00019218474,0.000008867001,0.000017999846,0.000024034593,0.0008041783],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9995141,0.000004854714,0.00010845582,0.00010635186,0.00006170574,0.000204513],"domain_scores_gemma":[0.9993989,0.000014343857,0.0000277417,0.0004980356,0.000011382598,0.00004958317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008089591,0.00011603291,0.0001181692,0.000025162373,0.0003074061,0.00017388702,0.00016972884,0.00004486087,0.000023171937],"category_scores_gemma":[0.00003048285,0.000111228546,0.000039425493,0.00001005561,0.000023217386,0.00014997668,0.000023248022,0.0000555437,0.0002794052],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004135161,0.00023376357,0.047151063,0.00062537455,0.00073338114,0.00029799226,0.004818175,0.085797526,0.03545174,0.011159875,0.007606773,0.80608296],"study_design_scores_gemma":[0.0023727803,0.00018235897,0.47002518,0.0002741346,0.000104603205,0.000074382515,0.00007505997,0.38308483,0.0058734464,0.0006781915,0.13608626,0.0011687698],"about_ca_topic_score_codex":0.000058329868,"about_ca_topic_score_gemma":0.000012891503,"teacher_disagreement_score":0.80491424,"about_ca_system_score_codex":0.00007874512,"about_ca_system_score_gemma":0.0000051205698,"threshold_uncertainty_score":0.45357686},"labels":[],"label_agreement":null},{"id":"W2727759593","doi":"10.1680/jgeot.16.p.227","title":"Inception of geohydraulic failures in granular soils – an experimental and theoretical treatment","year":2017,"lang":"en","type":"article","venue":"Géotechnique","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada)","funders":"University of Wollongong","keywords":"Geotechnical engineering; Piping; Instability; Soil water; Stress path; Hydraulic head; Internal erosion; Geology; Stress (linguistics); Plasticity; Environmental science; Mechanics; Materials science; Soil science; Composite material","score_opus":0.007855541712161365,"score_gpt":0.24627052604733574,"score_spread":0.23841498433517438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2727759593","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905815,0.00012987254,0.007948147,0.000042324682,0.000037357957,0.00013929619,0.0000052623595,0.00017007336,0.0009461645],"genre_scores_gemma":[0.9980657,0.00007780936,0.0017633896,0.000002829621,0.000021854046,0.000043242413,0.000004963579,0.000015849733,0.000004322748],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996049,0.0000116011615,0.00011081443,0.000102094455,0.000051484494,0.00011910773],"domain_scores_gemma":[0.9996496,0.0000076170368,0.00001496987,0.0002817732,0.00000472634,0.000041327756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008489985,0.00010035993,0.00013550889,0.00006005209,0.000035841847,0.000020162099,0.00009308892,0.0000896383,0.000013168304],"category_scores_gemma":[0.0000064484575,0.00009266577,0.000022751425,0.00001915571,0.00010279828,0.000107016356,0.00002065462,0.000066105,0.0000011041185],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004627863,0.00023071554,0.002347416,0.00008401549,0.000024638188,0.000038888706,0.0017794122,0.008036147,0.859817,0.08007234,0.00003933378,0.0474838],"study_design_scores_gemma":[0.0006937282,0.0003548777,0.023104053,0.00008073341,0.00000904594,0.000016728462,0.000068271715,0.053450376,0.9173766,0.0038518696,0.0006986565,0.00029507285],"about_ca_topic_score_codex":0.00009469522,"about_ca_topic_score_gemma":0.000018562108,"teacher_disagreement_score":0.076220475,"about_ca_system_score_codex":0.0000440083,"about_ca_system_score_gemma":0.000003593942,"threshold_uncertainty_score":0.37788004},"labels":[],"label_agreement":null},{"id":"W2729258378","doi":"10.1061/9780784480809.038","title":"The Remediation of Buckeye Lake Dam, Ohio: Deep Mixing as an Interim Risk Reduction Measure and Key Component of Final Design","year":2017,"lang":"en","type":"article","venue":"Grouting 2017","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"MRF Geosystems (Canada)","funders":"","keywords":"Interim; Levee; Civil engineering; Abutment; Engineering; Environmental remediation; Work (physics); Environmental science; Hydrology (agriculture); Geotechnical engineering; Archaeology; Geography","score_opus":0.0352514573858746,"score_gpt":0.2489696493897974,"score_spread":0.2137181920039228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2729258378","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9471687,0.00028402364,0.050406102,0.000040848743,0.0007955075,0.0001317231,0.000009149693,0.000093795185,0.001070127],"genre_scores_gemma":[0.9967683,0.00013659932,0.002926618,7.285988e-7,0.000119146585,0.0000038128692,0.0000065818613,0.00001838557,0.000019841711],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927527,0.000051620096,0.00024400797,0.000121937985,0.00014950227,0.00015768973],"domain_scores_gemma":[0.9991957,0.000065526016,0.00020044166,0.0004327004,0.000059904763,0.000045735742],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009017663,0.00011081898,0.00015713945,0.0000376777,0.0003151388,0.000058411748,0.00021706153,0.00006650515,0.0000018734777],"category_scores_gemma":[0.00034325756,0.00009483538,0.000035354227,0.000022341901,0.00007597105,0.00016472893,0.000039450202,0.0001624505,0.0000023551108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000515206,0.00016072363,0.017341357,0.000796152,0.00062074146,0.000014407842,0.021135686,0.29711327,0.3288814,0.003436939,0.0009271459,0.32905698],"study_design_scores_gemma":[0.0013827448,0.0003044141,0.32183588,0.0005968502,0.00015309556,0.000061703,0.00070116017,0.6364629,0.035739627,0.00097497535,0.0012360696,0.0005505328],"about_ca_topic_score_codex":0.00008808723,"about_ca_topic_score_gemma":0.000057625573,"teacher_disagreement_score":0.3393497,"about_ca_system_score_codex":0.000020966765,"about_ca_system_score_gemma":0.00000927559,"threshold_uncertainty_score":0.38672745},"labels":[],"label_agreement":null},{"id":"W2730263546","doi":"10.1139/cgj-2016-0684","title":"Erosion monitoring during core overtopping using a laboratory model with digital image correlation and X-ray microcomputed tomography","year":2017,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Erosion; Geotechnical engineering; Piping; Core (optical fiber); Digital image correlation; Filter (signal processing); Geology; Materials science; Soil science; Environmental science; Geomorphology; Engineering; Composite material","score_opus":0.009317489332693876,"score_gpt":0.19806029790837193,"score_spread":0.18874280857567804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2730263546","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8236056,0.00018018883,0.17569803,0.000025211573,0.0002220437,0.00006885539,0.000029505636,0.00012238647,0.000048203954],"genre_scores_gemma":[0.99072856,0.000054281965,0.008979931,0.0000060228895,0.00017093898,0.0000015810235,0.0000023456198,0.00004492416,0.00001142406],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991201,0.0000047832855,0.00019857443,0.00015295943,0.00013665284,0.00038688918],"domain_scores_gemma":[0.9990926,0.000015163561,0.000061544895,0.00023720751,0.00007324655,0.00052026083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008347159,0.0001819287,0.00017073906,0.00022821543,0.00063747424,0.0005500549,0.00019661685,0.00013370682,0.0000015982413],"category_scores_gemma":[0.0000295204,0.00018061914,0.000046713903,0.00009816924,0.00006770134,0.0006803897,0.00003311413,0.00055906194,0.0000010923413],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000083341365,0.0000032713906,0.0048188367,0.00003304436,0.000029229976,0.00012359809,0.000042764455,0.95297295,0.040954005,0.000010320733,0.000030557894,0.00097308715],"study_design_scores_gemma":[0.00040383078,0.00001588663,0.05549792,0.00040794988,0.00001831971,0.00023955137,0.000016793958,0.942718,0.0002839828,0.000018995548,0.00011385148,0.0002648886],"about_ca_topic_score_codex":0.000275846,"about_ca_topic_score_gemma":0.00010725492,"teacher_disagreement_score":0.16712297,"about_ca_system_score_codex":0.00025071416,"about_ca_system_score_gemma":0.00011620586,"threshold_uncertainty_score":0.7365435},"labels":[],"label_agreement":null},{"id":"W2740944880","doi":"","title":"Evaluation of erosion rates and their impact on riverbank stability","year":2014,"lang":"en","type":"article","venue":"Mspace (University of Manitoba)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Erosion; Flood myth; Hydrology (agriculture); Environmental science; Geotechnical engineering; Natural (archaeology); Geology; Geomorphology; Geography","score_opus":0.018062077477307505,"score_gpt":0.20239074187748285,"score_spread":0.18432866440017534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2740944880","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.993555,0.00006239364,0.004964593,0.000034569584,0.00005853938,0.00008401041,0.000016355372,0.00005726792,0.0011672381],"genre_scores_gemma":[0.9997553,0.00003279372,0.00018707593,9.657925e-7,0.0000096005115,7.9231896e-8,0.000004358736,0.0000068264676,0.0000029695934],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99954164,0.00006062298,0.000046779725,0.00009188418,0.00017030205,0.00008879884],"domain_scores_gemma":[0.9996033,0.00007183975,0.00002682341,0.00016817894,0.00009120758,0.000038705908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005738797,0.00009038879,0.00014878914,0.00006231793,0.00003544418,0.0000034054374,0.000075438715,0.000047332003,0.000008759855],"category_scores_gemma":[0.000029814833,0.00008647769,0.000049078535,0.00007780086,0.00004284184,0.00008447899,0.000023624567,0.000066267494,0.0000039366273],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002056506,0.00019467625,0.13350889,0.00056863955,0.00034984475,0.0000011728943,0.002806379,0.6581426,0.13308796,0.0007413833,0.0017709646,0.06862183],"study_design_scores_gemma":[0.00042465227,0.00010552844,0.6374565,0.000037008595,0.00003599996,3.699686e-7,0.00085871795,0.35476682,0.0059849387,0.00013889119,0.00010605485,0.00008454936],"about_ca_topic_score_codex":0.00022302973,"about_ca_topic_score_gemma":0.0023198877,"teacher_disagreement_score":0.50394756,"about_ca_system_score_codex":0.000085544,"about_ca_system_score_gemma":0.000009443808,"threshold_uncertainty_score":0.35264578},"labels":[],"label_agreement":null},{"id":"W2758472903","doi":"","title":"Intake Slope Stabilization and Spillway Cut in Rock for Hydropower Projects","year":2016,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"KGS Group (Canada)","funders":"","keywords":"Spillway; Hydropower; Geotechnical engineering; Geology; Mining engineering; Engineering; Forensic engineering","score_opus":0.009137374285700335,"score_gpt":0.2025265559367611,"score_spread":0.19338918165106078,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2758472903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5267295,0.000101030426,0.46361747,0.00014032423,0.0002952644,0.0004128851,0.00001097591,0.00042706644,0.008265422],"genre_scores_gemma":[0.99827975,0.00005843237,0.00086961716,0.000010304653,0.000026795182,0.000027989396,0.0000027906706,0.000021964654,0.00070238515],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960345,0.0000030452816,0.000109167966,0.000101295045,0.000040521532,0.00014249826],"domain_scores_gemma":[0.9998248,0.00003734269,0.0000051112906,0.000087962115,0.000013309552,0.00003148192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006903185,0.00007913253,0.00008229531,0.000061698505,0.000009798473,0.000008903133,0.00003403328,0.000041718184,0.000036929006],"category_scores_gemma":[0.000035338013,0.0000542157,0.000012701581,0.000071911076,0.0000046091072,0.000100722806,0.000009977983,0.000026210118,0.000010862511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020466508,0.00024708916,0.04769109,0.002129999,0.00018694132,0.00001768933,0.0038898278,0.30196217,0.24402414,0.029716615,0.022039682,0.34789008],"study_design_scores_gemma":[0.0044756215,0.0002918942,0.025437754,0.0003684189,0.000019602212,0.000014004647,0.00020274842,0.7642811,0.06916828,0.0012064936,0.13331287,0.0012212463],"about_ca_topic_score_codex":0.0000045522193,"about_ca_topic_score_gemma":0.00005490178,"teacher_disagreement_score":0.47155017,"about_ca_system_score_codex":0.000037773338,"about_ca_system_score_gemma":0.000005991438,"threshold_uncertainty_score":0.2210852},"labels":[],"label_agreement":null},{"id":"W2765735214","doi":"10.1007/s40098-017-0283-1","title":"Seepage and Stability Analysis of Durgawati Earthen Dam: A Case Study","year":2017,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Saskatchewan","keywords":"Geotechnical engineering; Embankment dam; Petroleum seep; Drawdown (hydrology); Slope stability; Geology; Levee; Slope stability analysis; Hydraulics; Safety factor; Factor of safety; Stability (learning theory); Water level; Hydrology (agriculture); Engineering; Groundwater","score_opus":0.017458709435735586,"score_gpt":0.25387166664252026,"score_spread":0.23641295720678468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2765735214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99597675,0.00006784017,0.0034693573,0.000040345403,0.00009199896,0.00010312107,0.000024871928,0.00007957763,0.00014616347],"genre_scores_gemma":[0.9995896,0.00002833761,0.00030731672,0.0000033341303,0.00004643549,0.0000028164677,8.3929314e-7,0.00001576369,0.0000055219853],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9990516,0.00003710453,0.00037258558,0.00013569606,0.00018537817,0.00021766036],"domain_scores_gemma":[0.9990304,0.00006567048,0.00008953398,0.0005686041,0.00004316366,0.00020258709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007144863,0.00013310264,0.00037395823,0.00021027686,0.00023111151,0.00011998026,0.0002513775,0.00009638441,0.000050606042],"category_scores_gemma":[0.00013873055,0.0001184055,0.00012930702,0.00016567172,0.000083893065,0.00015108477,0.00007707177,0.00048809458,0.0000018633592],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010134072,0.0011378248,0.43145934,0.00030942276,0.010071393,0.044125352,0.01588394,0.38618731,0.0041402737,0.000094833864,0.0002569558,0.106231995],"study_design_scores_gemma":[0.0017173836,0.0004066718,0.81068885,0.000066086905,0.0015719457,0.007134358,0.0025188397,0.17405313,0.0004859255,0.00018975344,0.00048103952,0.0006860391],"about_ca_topic_score_codex":0.0001076713,"about_ca_topic_score_gemma":0.00014647658,"teacher_disagreement_score":0.3792295,"about_ca_system_score_codex":0.000034304117,"about_ca_system_score_gemma":0.000016150583,"threshold_uncertainty_score":0.4828436},"labels":[],"label_agreement":null},{"id":"W2783040449","doi":"10.1139/cgj-2017-0292","title":"Measurement of pressure in viewable hole erosion test","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Piping; Erosion; Geotechnical engineering; Internal erosion; Geology; Flow (mathematics); Mechanics; Engineering; Mechanical engineering; Physics; Geomorphology","score_opus":0.011869160586479376,"score_gpt":0.19428014104352223,"score_spread":0.18241098045704285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2783040449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63417953,0.03986695,0.25461483,0.0059578703,0.0108734,0.0024643743,0.00047469485,0.001992187,0.04957612],"genre_scores_gemma":[0.9993931,0.00007500522,0.00029682973,0.000031387808,0.00014456929,0.0000024679957,5.6975273e-7,0.000018928187,0.000037106704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991145,0.000011190624,0.00026483674,0.00007907607,0.00020369314,0.00032667303],"domain_scores_gemma":[0.99937093,0.000012384633,0.000020999514,0.00016154574,0.000094620766,0.00033949758],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004706184,0.00009610485,0.0001542958,0.0001904911,0.000043946868,0.000018021829,0.00019181291,0.00011314595,0.000075120945],"category_scores_gemma":[0.0001406127,0.00009396411,0.000044515495,0.00020896817,0.00003807432,0.00006240014,0.000010541201,0.00035788654,0.000019438363],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009182615,0.000053297805,0.0019648117,0.00014043198,0.000051933,0.00008348367,0.00012057747,0.8926437,0.06522471,0.00012693592,0.024641398,0.014939532],"study_design_scores_gemma":[0.0013028387,0.00042906596,0.07220718,0.001425029,0.000060114064,0.0002398941,0.000043435746,0.40457433,0.016809478,0.0003949339,0.50176007,0.00075363426],"about_ca_topic_score_codex":0.0022032168,"about_ca_topic_score_gemma":0.010625746,"teacher_disagreement_score":0.4880694,"about_ca_system_score_codex":0.00022441812,"about_ca_system_score_gemma":0.00013685881,"threshold_uncertainty_score":0.5929416},"labels":[],"label_agreement":null},{"id":"W2788096943","doi":"","title":"Uncertainty in the Rock Engineering Design of Post-Tensioned Anchors for Dams","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Geology; Engineering; Geotechnical engineering; Forensic engineering; Civil engineering; Construction engineering; Mining engineering","score_opus":0.026754386297076507,"score_gpt":0.2505730922400619,"score_spread":0.22381870594298542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788096943","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03480309,0.0003019317,0.9610219,0.00015235814,0.0029176408,0.00045650915,0.00013959645,0.00011415119,0.000092800925],"genre_scores_gemma":[0.99730885,0.000036660316,0.0023792298,0.000030599633,0.000074479845,0.00004401271,0.000048377984,0.000032869135,0.00004490837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890566,0.000019174437,0.00039437594,0.0001385849,0.00034511,0.00019711982],"domain_scores_gemma":[0.99904996,0.00020003966,0.00007425893,0.00021408717,0.00040569223,0.00005595576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004609469,0.00016753688,0.00024219295,0.00017551001,0.000014858625,0.0000138047135,0.00047690514,0.00009106901,0.000006741191],"category_scores_gemma":[0.0004257009,0.00014394902,0.00007760921,0.0001548017,0.0000023154569,0.0001149249,0.000045077282,0.00014699178,0.000002948338],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057528265,0.000026242184,0.000009896414,0.00006362925,0.000061245104,0.0000026508728,0.00042912606,0.9903788,0.0033655067,0.0044280877,0.001006035,0.00017124327],"study_design_scores_gemma":[0.00071286317,0.00010633448,0.000031282794,0.00010369754,0.000014822641,0.000007995756,0.00024675415,0.99176234,0.0028426573,0.00042543354,0.0035983147,0.00014751314],"about_ca_topic_score_codex":0.000020294478,"about_ca_topic_score_gemma":0.000007561669,"teacher_disagreement_score":0.96250576,"about_ca_system_score_codex":0.000082213366,"about_ca_system_score_gemma":0.00003732339,"threshold_uncertainty_score":0.58700705},"labels":[],"label_agreement":null},{"id":"W2788258492","doi":"10.1139/cgj-2016-0350","title":"Laboratory piping tests on fine gravel","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Piping; Flume; Geotechnical engineering; Geology; Pressure gradient; Hydraulic head; Overburden pressure; Flow (mathematics); Erosion; Environmental science; Mechanics; Physics","score_opus":0.0077933950805730975,"score_gpt":0.19885388608362647,"score_spread":0.1910604910030534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2788258492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7628161,0.0025428669,0.13291498,0.010414465,0.01659184,0.0008130874,0.00054380676,0.0045897677,0.06877313],"genre_scores_gemma":[0.9979266,0.00002287192,0.0005664272,0.00039041406,0.00095698994,0.0000023607415,0.0000024397823,0.000041948046,0.000089928355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.999035,0.000012202504,0.00020658098,0.00011230932,0.0001425954,0.00049128936],"domain_scores_gemma":[0.99889183,0.000031125055,0.000016220394,0.00021682854,0.00007804695,0.00076592003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022501101,0.00014783464,0.00013949942,0.00024357255,0.0001573863,0.000058509933,0.0002337234,0.00014380093,0.00014454787],"category_scores_gemma":[0.000119846314,0.00014575897,0.000053622876,0.00026665226,0.00005493222,0.00006437511,0.000009521566,0.00067204057,0.0002869328],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029540486,0.00005193342,0.0004728365,0.00008339909,0.00022629618,0.0014826575,0.00027390587,0.43745252,0.014422193,0.005693453,0.42663562,0.11317564],"study_design_scores_gemma":[0.00063688314,0.00032146744,0.019144874,0.00031375952,0.000024368013,0.000525133,0.000019459969,0.09900306,0.002235449,0.0007684312,0.87618715,0.00081995636],"about_ca_topic_score_codex":0.00030842825,"about_ca_topic_score_gemma":0.0021561827,"teacher_disagreement_score":0.44955152,"about_ca_system_score_codex":0.00033177144,"about_ca_system_score_gemma":0.00016421896,"threshold_uncertainty_score":0.5943878},"labels":[],"label_agreement":null},{"id":"W2793723983","doi":"10.1139/cgj-2017-0393","title":"Mechanical response and pore pressure generation in granular filters subjected to uniaxial cyclic loading","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Wollongong; University of Engineering and Technology, Lahore","keywords":"Shakedown; Pore water pressure; Materials science; Piping; Geotechnical engineering; Permeability (electromagnetism); Cyclic stress; Water pressure; Settlement (finance); Composite material; Geology; Structural engineering; Engineering; Finite element method","score_opus":0.009058374250962505,"score_gpt":0.20286999821657284,"score_spread":0.19381162396561033,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2793723983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97782713,0.00017178348,0.019969266,0.0011679855,0.0004792817,0.00015092446,0.00002712452,0.0001332065,0.000073292664],"genre_scores_gemma":[0.9983365,0.000021539468,0.0009638894,0.00018983455,0.00040897992,0.0000051354777,0.0000071010136,0.000032586668,0.000034414097],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891216,0.00006489004,0.00026835172,0.00016704967,0.00013491807,0.00045263785],"domain_scores_gemma":[0.9989573,0.00003445627,0.000015087321,0.00016796448,0.000043478907,0.00078174437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000548742,0.00014869467,0.00017151964,0.0004193253,0.00011491702,0.00007811187,0.00016847892,0.0002027216,0.000046127734],"category_scores_gemma":[0.0002368093,0.00015779825,0.000037591857,0.00032132395,0.000032192496,0.00009683708,0.000019431713,0.0005241277,0.00001236824],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00048507398,0.000030903822,0.0003637934,0.00005283393,0.00012895206,0.0016653537,0.0009992996,0.47218692,0.4677804,0.0010262204,0.03073246,0.024547793],"study_design_scores_gemma":[0.0015208792,0.0005197437,0.029400956,0.0002231199,0.000058481328,0.0017987711,0.000062744824,0.7303285,0.011939417,0.0003414065,0.2227802,0.0010257679],"about_ca_topic_score_codex":0.0007281424,"about_ca_topic_score_gemma":0.0057672635,"teacher_disagreement_score":0.455841,"about_ca_system_score_codex":0.00023154386,"about_ca_system_score_gemma":0.00010241516,"threshold_uncertainty_score":0.6434826},"labels":[],"label_agreement":null},{"id":"W2802660208","doi":"","title":"Influence of heterogeneity on the hydro-thermal behavior of an embankment dam","year":2015,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Université Laval","keywords":"Embankment dam; Levee; Geotechnical engineering; Environmental science; Geology","score_opus":0.019716688699826467,"score_gpt":0.23445908076245087,"score_spread":0.2147423920626244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802660208","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973914,0.00001783041,0.00012827115,0.000009299644,0.000054842156,0.00008097476,0.00000791986,0.00008675588,0.002222674],"genre_scores_gemma":[0.9996851,0.000001791068,0.00023851274,0.000013173121,0.000012611183,0.000010949121,0.000001864869,0.000012342301,0.000023675479],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995274,0.000012177817,0.00015020187,0.00006376416,0.00014430529,0.000102131315],"domain_scores_gemma":[0.99959314,0.000016767099,0.000015497815,0.0002891396,0.000027119426,0.000058331367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014814538,0.00007965369,0.00010186286,0.000024430306,0.000008102598,0.000003389426,0.00014859623,0.000031346783,0.000012263713],"category_scores_gemma":[0.000010573136,0.000054723183,0.00002949671,0.000057563055,0.000022216065,0.00005130623,0.000016893484,0.00006277217,0.000009117599],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000049463997,0.000046373887,0.0011547221,0.000012320317,0.000012577972,0.0000011156351,0.00014811273,0.9624009,0.035182696,0.000290175,0.0000424903,0.0007035587],"study_design_scores_gemma":[0.00041375344,0.00031177024,0.15157288,0.000034931207,0.000029023655,0.0000045789634,0.00007510652,0.07914088,0.76764566,0.000024327845,0.00051328697,0.000233826],"about_ca_topic_score_codex":0.000032293156,"about_ca_topic_score_gemma":0.0000057030134,"teacher_disagreement_score":0.88326,"about_ca_system_score_codex":0.000018698469,"about_ca_system_score_gemma":0.000006961332,"threshold_uncertainty_score":0.22315466},"labels":[],"label_agreement":null},{"id":"W2807130091","doi":"10.11159/iccste18.129","title":"Evaluation of Seismic Performance of Earth Dams Due to the Level of Its Reservoir Using Finite Element Method","year":2018,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Earth (classical element); Geology; Computer science; Structural engineering; Engineering; Physics","score_opus":0.06649921313042546,"score_gpt":0.2936455310279564,"score_spread":0.22714631789753092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807130091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99237967,0.000026923339,0.0067138765,0.00006587393,0.00026085586,0.00018360298,0.00012274242,0.0000151740605,0.00023125655],"genre_scores_gemma":[0.9971275,0.000019647548,0.002775192,0.000004103228,0.000037811707,0.000007490803,0.000006321087,0.000011422818,0.0000105160525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99889684,0.000003987204,0.0003655085,0.00010423089,0.00053337653,0.00009607193],"domain_scores_gemma":[0.99890745,0.000030230194,0.00012283082,0.000064561915,0.0008506384,0.000024295703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044063618,0.00011767639,0.00016466255,0.00010796475,0.000025787362,0.000008008629,0.00024476694,0.000029393788,0.00002680417],"category_scores_gemma":[0.000055683377,0.00008429052,0.000041868123,0.00017432682,0.000026466309,0.00013880152,0.000012807941,0.00009177905,2.033199e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027110687,0.0000037629025,0.00063420384,0.00024083065,0.0000806513,2.5183846e-8,0.0008621003,0.86326075,0.12989104,0.0033391723,0.0000025968188,0.0016577507],"study_design_scores_gemma":[0.0001618201,0.0000425936,0.05682495,0.00025603815,0.000039012353,0.0000012485729,0.00006276615,0.7254461,0.21700172,0.00008375101,0.000017556793,0.000062420666],"about_ca_topic_score_codex":0.000029324761,"about_ca_topic_score_gemma":0.00003173572,"teacher_disagreement_score":0.13781464,"about_ca_system_score_codex":0.000019238536,"about_ca_system_score_gemma":0.000021715941,"threshold_uncertainty_score":0.34372675},"labels":[],"label_agreement":null},{"id":"W2811227293","doi":"10.1080/19648189.2018.1474386","title":"A method to assess the suffusion susceptibility of low permeability core soils in compacted dams based on construction data","year":2018,"lang":"en","type":"article","venue":"European Journal of Environmental and Civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Internal erosion; Geotechnical engineering; Hydraulic conductivity; Permeability (electromagnetism); Soil water; Erosion; Levee; Hydraulic head; Geology; Environmental science; Soil science; Geomorphology","score_opus":0.025366629436323247,"score_gpt":0.23916045111018908,"score_spread":0.21379382167386582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811227293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9209317,0.00005848051,0.07828955,0.00002763306,0.0002116399,0.00009342843,0.000051292383,0.000026651342,0.00030962398],"genre_scores_gemma":[0.9921136,0.000024643301,0.0077085076,0.000014665982,0.000100848214,4.349358e-7,0.000007481091,0.000027824984,0.0000020112384],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989416,0.00010287673,0.00042192868,0.0001614325,0.00020281403,0.00016931893],"domain_scores_gemma":[0.9993213,0.00012727636,0.00006299101,0.0003700747,0.000010882185,0.000107499916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013973424,0.00016373179,0.00023083403,0.00010610534,0.00003137487,0.000015254714,0.00028232622,0.000024224324,0.000054112716],"category_scores_gemma":[0.000050294424,0.00012699541,0.00004435944,0.0001136719,0.000071730465,0.000111706046,0.00009011873,0.00028002993,0.000003936259],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009040898,0.000110849294,0.006483275,0.00012575119,0.000035915724,0.000021155793,0.00039944457,0.76323307,0.21154952,0.000015604859,0.000077091834,0.01785794],"study_design_scores_gemma":[0.00059682486,0.00029284082,0.4264003,0.00022716858,0.00001782337,0.000047584548,0.00013880203,0.5683444,0.0029590165,0.000003696397,0.00079479977,0.0001767584],"about_ca_topic_score_codex":0.0000018576725,"about_ca_topic_score_gemma":0.000008094622,"teacher_disagreement_score":0.41991702,"about_ca_system_score_codex":0.00008203907,"about_ca_system_score_gemma":0.0000062826944,"threshold_uncertainty_score":0.5178723},"labels":[],"label_agreement":null},{"id":"W2886930868","doi":"10.1139/cgj-2018-0098","title":"Discussion of “Suffusion susceptibility investigation by energy-based method and statistical analysis”","year":2018,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Statistical analysis; Forensic engineering; Geology; Engineering; Statistics; Mathematics","score_opus":0.006157621522185943,"score_gpt":0.22231309459796408,"score_spread":0.21615547307577815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886930868","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03478088,0.00006939308,0.9644149,0.0003726317,0.00009673422,0.000031679287,0.000096448544,0.000054148084,0.00008318899],"genre_scores_gemma":[0.9872942,0.000014614905,0.012482384,0.000072191164,0.00006490674,0.0000013721182,0.00003711259,0.000014233529,0.0000189616],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99908215,0.00006520606,0.0003045344,0.00013956659,0.00015936006,0.00024917864],"domain_scores_gemma":[0.99898416,0.000067977766,0.00003498475,0.000171016,0.00006743793,0.0006744025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004885502,0.000116374766,0.00021772968,0.00027022717,0.00009100732,0.00002752297,0.00010685897,0.0001410131,0.0001105409],"category_scores_gemma":[0.00010568707,0.00008783505,0.00006147974,0.00039314586,0.00013107852,0.000056282395,0.000011297956,0.00025743374,0.0000014787012],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007973037,0.00007513051,0.011978474,0.00018575559,0.00069166755,0.00007076,0.00031299697,0.6200124,0.10386854,0.004919543,0.047792956,0.21001203],"study_design_scores_gemma":[0.00024860984,0.00011717789,0.018533165,0.000035453355,0.00014842501,0.000018428887,0.000012343582,0.9669949,0.0030675496,0.001684557,0.008932437,0.00020699787],"about_ca_topic_score_codex":0.0025153055,"about_ca_topic_score_gemma":0.004596442,"teacher_disagreement_score":0.95251334,"about_ca_system_score_codex":0.00014667345,"about_ca_system_score_gemma":0.00011065492,"threshold_uncertainty_score":0.38024065},"labels":[],"label_agreement":null},{"id":"W2888853762","doi":"10.1007/978-3-319-99423-9_4","title":"Erosion of Zoned Earthfill Dams by Internal Instability: Laboratory Testing for Model Development","year":2018,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BC Hydro (Canada); University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Internal erosion; Geotechnical engineering; Embankment dam; Levee; Gradation; Permeameter; Erosion; Geology; Civil engineering; Engineering; Forensic engineering; Geomorphology","score_opus":0.01244841939701432,"score_gpt":0.20156510330468275,"score_spread":0.18911668390766842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2888853762","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0060115946,0.0016533113,0.9858973,0.0000075841035,0.0006824565,0.00046149388,0.00036280174,0.000606947,0.004316526],"genre_scores_gemma":[0.8975354,0.0000759126,0.10027588,0.000025390884,0.00036144754,0.00010089053,0.00023255235,0.0005536718,0.00083887886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980053,0.0000045335237,0.00076770096,0.00044415757,0.0002847327,0.0004935942],"domain_scores_gemma":[0.9988563,0.00035885477,0.00009533078,0.00042167338,0.0001528595,0.00011500175],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029672356,0.0006590502,0.0007020309,0.00033031663,0.000036799378,0.000024511772,0.00030869452,0.0005792262,0.000039448933],"category_scores_gemma":[0.00030998077,0.0007288595,0.00012054912,0.00013359278,0.00004920459,0.00009172177,0.00006903245,0.0006967175,0.0000062548734],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013874908,0.0000150444785,0.000033573073,0.0009941534,0.000077443896,0.0000023068148,0.00045096708,0.9703115,0.021350533,0.00012269928,0.00017894841,0.0064489464],"study_design_scores_gemma":[0.0005202102,0.00008384241,0.00004167725,0.0027190777,0.000037186623,0.000003927416,0.0000015764447,0.9610268,0.024304066,0.0008629491,0.009418776,0.000979897],"about_ca_topic_score_codex":0.0000038092032,"about_ca_topic_score_gemma":0.000081759776,"teacher_disagreement_score":0.8915238,"about_ca_system_score_codex":0.0004273483,"about_ca_system_score_gemma":0.0001027544,"threshold_uncertainty_score":0.99951625},"labels":[],"label_agreement":null},{"id":"W2903202748","doi":"10.1016/j.jrmge.2018.06.010","title":"Determining relative block structure rating for rock erodibility evaluation in the case of non-orthogonal joint sets","year":2018,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Hydro-Québec","keywords":"Joint (building); Block (permutation group theory); Discontinuity (linguistics); Geological Strength Index; Rock mass classification; Geology; Geotechnical engineering; Shear (geology); Rock mass rating; Shear strength (soil); Mathematics; Geometry; Structural engineering; Soil science; Petrology; Engineering; Mathematical analysis; Soil water","score_opus":0.015482896134168648,"score_gpt":0.25406851702482436,"score_spread":0.23858562089065571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2903202748","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49372938,0.00014877279,0.5056494,0.000022864,0.0002148832,0.00019439502,0.00001311333,0.00002038406,0.000006834678],"genre_scores_gemma":[0.99259764,0.000018841014,0.007192551,0.000008240846,0.00014636393,0.000008225304,0.0000018256463,0.000025565892,7.2304624e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868286,0.000027797876,0.00069279154,0.00013806878,0.00022861731,0.00022984267],"domain_scores_gemma":[0.99916595,0.00023488305,0.00015047223,0.00017562788,0.00020158045,0.000071475544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015694796,0.00018698098,0.00034755387,0.00020329679,0.00006291867,0.000021122998,0.0001369251,0.00016392095,0.0000037982966],"category_scores_gemma":[0.0005507736,0.00014716412,0.00011240481,0.00026802404,0.000003941512,0.00015555428,0.000039673505,0.00051709474,1.3663112e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011991585,0.000010620009,0.0000036714657,0.00011368663,0.000035365483,0.000025691439,0.00035631453,0.9858714,0.008970811,0.00035139045,0.000014514279,0.0042345445],"study_design_scores_gemma":[0.0005760957,0.000272129,0.0002239531,0.00019302551,0.000063142215,0.0010062398,0.00010948352,0.9945288,0.0018836288,0.00092265726,0.00007152575,0.00014937011],"about_ca_topic_score_codex":0.0000017535955,"about_ca_topic_score_gemma":0.000007600869,"teacher_disagreement_score":0.49886826,"about_ca_system_score_codex":0.000068527224,"about_ca_system_score_gemma":0.00003184411,"threshold_uncertainty_score":0.60011786},"labels":[],"label_agreement":null},{"id":"W2920917317","doi":"10.1139/cgj-2022-0169","title":"Investigation of seepage near the interface between an embankment dam and a concrete structure: monitoring and modelling of seasonal temperature trends","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Embankment dam; Levee; Geotechnical engineering; Geology; Permafrost; Crest; Environmental science","score_opus":0.014700217776704152,"score_gpt":0.2115655573451482,"score_spread":0.19686533956844404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2920917317","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971936,0.0008333085,0.0015009319,0.00016219082,0.00010892664,0.000040472052,0.00013236764,0.000021371285,0.0000068412883],"genre_scores_gemma":[0.9990364,0.00002965891,0.00080736756,0.000008289788,0.00008654481,0.00000184095,0.0000074441764,0.000017160522,0.0000053284634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993164,0.00004141306,0.00021459495,0.00009134698,0.00016088273,0.00017534615],"domain_scores_gemma":[0.9994971,0.000032099626,0.00004068569,0.00011341478,0.000024392702,0.00029226733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025516542,0.00010219888,0.00015813128,0.00009748656,0.0002157934,0.000053274543,0.000144192,0.000066827626,0.000013679251],"category_scores_gemma":[0.0000080236,0.00008955548,0.000027796797,0.00015885686,0.00008657465,0.000079457735,0.00003277315,0.00069437135,2.7668195e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039434967,2.785356e-7,0.0010786832,0.000019656103,0.000038476017,0.00000518532,0.0006040914,0.98770547,0.008272131,0.000032944226,0.000049122493,0.0021900018],"study_design_scores_gemma":[0.00043579558,0.0002022469,0.018952394,0.00010146228,0.000075229094,0.00028040554,0.00042036804,0.9717639,0.005661176,0.00031395495,0.0015132633,0.00027979157],"about_ca_topic_score_codex":0.000530353,"about_ca_topic_score_gemma":0.000048109316,"teacher_disagreement_score":0.017873712,"about_ca_system_score_codex":0.00010780598,"about_ca_system_score_gemma":0.000085400345,"threshold_uncertainty_score":0.36519665},"labels":[],"label_agreement":null},{"id":"W2923937436","doi":"10.1139/cgj-2018-0653","title":"Hydromechanical modeling of granular soils considering internal erosion","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":99,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Internal erosion; Geotechnical engineering; Nonlinear system; Mechanics; Soil water; Erosion; Constitutive equation; Geology; Stress (linguistics); Deformation (meteorology); Effective stress; Materials science; Engineering; Soil science; Structural engineering; Physics; Finite element method; Composite material","score_opus":0.008970312715743564,"score_gpt":0.18616550632307288,"score_spread":0.17719519360732933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2923937436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77427703,0.00041276772,0.22276297,0.00015401233,0.0010509462,0.00011645031,0.000016129063,0.00018207853,0.001027601],"genre_scores_gemma":[0.9986316,0.00008131084,0.0010723153,0.00005300522,0.00009140517,0.0000014907577,0.0000022839065,0.000040636503,0.00002593188],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987619,0.000016050382,0.00043312326,0.00013218352,0.00020451719,0.00045225795],"domain_scores_gemma":[0.9990866,0.000030467214,0.00003104483,0.00022770207,0.00004922814,0.0005749429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032631867,0.0001605394,0.00028252698,0.00025569278,0.000048547798,0.000037926744,0.00027800835,0.00018748372,0.00014924165],"category_scores_gemma":[0.000046225865,0.00016317262,0.00014745495,0.00013426426,0.000020137155,0.00011660685,0.000027405262,0.00080432044,0.000054879576],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000039918764,0.0000037872792,0.00008549906,0.000027770551,0.000020161096,0.000048298185,0.000019604575,0.98808825,0.0101334145,0.0003055123,0.00020648162,0.0010572261],"study_design_scores_gemma":[0.00029328358,0.00004299916,0.00010756936,0.0001786643,0.000011738521,0.00045403675,0.000017769695,0.9955471,0.00087018404,0.0007015733,0.0015830939,0.00019196061],"about_ca_topic_score_codex":0.0013242511,"about_ca_topic_score_gemma":0.00038652244,"teacher_disagreement_score":0.22435458,"about_ca_system_score_codex":0.00022820082,"about_ca_system_score_gemma":0.00012366894,"threshold_uncertainty_score":0.66539866},"labels":[],"label_agreement":null},{"id":"W2936833629","doi":"10.1007/s00603-019-01803-x","title":"Roughness Effects on the Shear Strength of Concrete and Rock Joints in Dams Based on Experimental Data","year":2019,"lang":"en","type":"article","venue":"Rock Mechanics and Rock Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Hydro-Québec; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Surface finish; Shearing (physics); Direct shear test; Shear (geology); Materials science; Geotechnical engineering; Residual strength; Joint (building); Shear strength (soil); Compressive strength; Triaxial shear test; Residual; Surface roughness; Composite material; Structural engineering; Geology; Engineering; Mathematics","score_opus":0.008518473227604115,"score_gpt":0.2040516753242645,"score_spread":0.19553320209666036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2936833629","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83126485,0.0017046323,0.16398607,0.0000681497,0.0013241187,0.0008593249,0.000112188805,0.00038694937,0.00029373012],"genre_scores_gemma":[0.999514,0.000083972336,0.00019039118,0.000029309183,0.000053254225,0.000017531635,0.000022287406,0.00006974261,0.000019515504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988574,0.000018806062,0.00025683508,0.0003320615,0.00021484707,0.00032010008],"domain_scores_gemma":[0.99902755,0.00026340433,0.00002904509,0.0005738487,0.000011468392,0.00009465676],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001882369,0.00030656904,0.00035202224,0.00013757616,0.0000449356,0.00002813847,0.0002547262,0.000119823184,0.000012908122],"category_scores_gemma":[0.000045682704,0.0002552711,0.0000360091,0.00016729186,4.4322854e-7,0.00010610618,0.00015529439,0.0003238513,0.000009347287],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019851223,0.000011530817,0.000032928925,0.00032246573,0.000031592128,0.000005313149,0.00012737507,0.9797333,0.01727184,0.0022750206,0.0000457717,0.00012305018],"study_design_scores_gemma":[0.0007368617,0.00016613216,0.00014181568,0.0004386153,0.000010710035,0.000003749352,0.00006429072,0.9693119,0.028380124,0.000008115682,0.00046063136,0.0002770846],"about_ca_topic_score_codex":0.0000072002763,"about_ca_topic_score_gemma":7.1801463e-7,"teacher_disagreement_score":0.16824916,"about_ca_system_score_codex":0.00004665567,"about_ca_system_score_gemma":0.0000099713025,"threshold_uncertainty_score":0.9999899},"labels":[],"label_agreement":null},{"id":"W2941945608","doi":"10.1080/17486025.2019.1602735","title":"An analytical model for estimation of internal erosion rate","year":2019,"lang":"en","type":"article","venue":"Geomechanics and Geoengineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Regina","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dimensionless quantity; Erosion; Constitutive equation; Mechanics; Conservation of mass; Geotechnical engineering; Mathematics; Statistical physics; Geology; Physics; Thermodynamics; Finite element method","score_opus":0.008125621023052698,"score_gpt":0.21622519475418295,"score_spread":0.20809957373113025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2941945608","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3751421,0.000047079506,0.62441576,0.0000038089668,0.00015794278,0.00008969982,0.000016135822,0.00010766096,0.000019838793],"genre_scores_gemma":[0.99190825,0.000034141118,0.00792868,0.0000066078233,0.000023265458,0.000010170332,0.00001753766,0.000034758825,0.00003658306],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99939376,0.0000024569624,0.00019683572,0.00013656286,0.000069894864,0.00020050479],"domain_scores_gemma":[0.99968505,0.00002717808,0.000016390155,0.00016641073,0.00002722415,0.00007775924],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018849455,0.00013330702,0.00018578251,0.00010274736,0.000015039164,0.000019658597,0.000082405524,0.00006969832,0.000005940136],"category_scores_gemma":[0.000011176815,0.00013961506,0.00004416716,0.000075572694,0.0000030189763,0.00013604194,0.000017653076,0.000088819754,0.0000028624925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000074765708,0.000006124096,0.000007427967,0.00019351579,0.000015920852,1.9529496e-7,0.00006867141,0.97527504,0.016307563,0.005367556,0.000010696024,0.0027398195],"study_design_scores_gemma":[0.00028460153,0.0000646568,0.00008661295,0.00004986214,0.000013742555,0.0000024978426,0.000011384578,0.99684286,0.0017932793,0.00063676556,0.000059085494,0.00015464665],"about_ca_topic_score_codex":0.0000020564958,"about_ca_topic_score_gemma":6.024544e-7,"teacher_disagreement_score":0.61676615,"about_ca_system_score_codex":0.000019525547,"about_ca_system_score_gemma":0.0000050393,"threshold_uncertainty_score":0.5693337},"labels":[],"label_agreement":null},{"id":"W2943482061","doi":"10.1061/(asce)em.1943-7889.0001604","title":"Effects of Rock Foundation Roughness on the Sliding Stability of Concrete Gravity Dams Based on Topographic Surveys","year":2019,"lang":"en","type":"article","venue":"Journal of Engineering Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Gravity dam; Geotechnical engineering; Geology; Surface finish; Foundation (evidence); Shear (geology); Shear strength (soil); Surface roughness; Direct shear test; Bathymetry; Finite element method; Materials science; Structural engineering; Engineering; Petrology; Composite material","score_opus":0.00824598777114084,"score_gpt":0.1968587206542506,"score_spread":0.18861273288310978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2943482061","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6707698,0.00006239907,0.32761517,0.00001555792,0.0012582878,0.000180279,0.0000063150155,0.000049859078,0.000042288168],"genre_scores_gemma":[0.99924093,0.000035396686,0.0006051702,0.000007248352,0.000058426725,0.0000033825659,0.0000026320574,0.00004459536,0.0000022092966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998555,0.00010933989,0.00056243874,0.000117140524,0.00043669873,0.0002193858],"domain_scores_gemma":[0.9981318,0.0010909713,0.00020308481,0.00034086686,0.00016174091,0.00007152304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019535776,0.0002256462,0.00046804958,0.00023543715,0.000021739568,0.000015720489,0.00027771565,0.000110746136,0.000015863072],"category_scores_gemma":[0.0004010644,0.00017880512,0.00022546038,0.00039429215,0.0000048313063,0.0001102949,0.000018203324,0.0004582624,0.0000029384712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028670433,0.00001926332,0.00012064503,0.0006665588,0.0000770592,0.0000024382834,0.00006187283,0.878394,0.11724675,0.0031209474,0.000006747105,0.00025501987],"study_design_scores_gemma":[0.0005703944,0.000395993,0.0021723912,0.00053100183,0.00004153523,0.0000032828932,0.000017307824,0.81362826,0.18230014,0.00008573883,0.00008012804,0.00017385818],"about_ca_topic_score_codex":0.000003227913,"about_ca_topic_score_gemma":3.6682982e-7,"teacher_disagreement_score":0.3284711,"about_ca_system_score_codex":0.00009703701,"about_ca_system_score_gemma":0.00002768226,"threshold_uncertainty_score":0.7291461},"labels":[],"label_agreement":null},{"id":"W2945726285","doi":"10.1139/cgj-2018-0088","title":"Experimental investigation of global backward erosion and suffusion of soils in embankment dams","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Internal erosion; Soil water; Geotechnical engineering; Levee; Erosion; Geology; Silt; Environmental science; Soil science; Geomorphology","score_opus":0.006643897839708622,"score_gpt":0.20456111387193326,"score_spread":0.19791721603222465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945726285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99855024,0.00041369002,0.000473824,0.000056273664,0.0001864692,0.000081428596,0.0000127117655,0.0000161789,0.00020918545],"genre_scores_gemma":[0.9995558,0.000046515663,0.00034636713,0.000016049988,0.000018427902,0.000001148605,0.0000028934458,0.000008616292,0.0000041699755],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99932534,0.000013649859,0.00027932745,0.0000762695,0.00012388855,0.00018155921],"domain_scores_gemma":[0.9995886,0.00001129967,0.000031918502,0.00009796256,0.000018812312,0.00025138844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017651652,0.0000846145,0.00016284219,0.0000912632,0.000014266755,0.000009202817,0.00008923979,0.00010295939,0.000027863623],"category_scores_gemma":[0.000011253231,0.00008521145,0.000034106444,0.00013943978,0.00003195464,0.00007217483,0.00001664865,0.00018686957,0.0000031230104],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034831948,0.000034512137,0.050102096,0.00019059108,0.000035718436,0.000029359599,0.00048106778,0.50189376,0.43850744,0.0012875317,0.0012088332,0.0061942525],"study_design_scores_gemma":[0.0029229869,0.0006003822,0.64875495,0.0012926391,0.000025825779,0.00034637295,0.0005458558,0.25975567,0.0825195,0.0009946817,0.001524632,0.00071645447],"about_ca_topic_score_codex":0.0020413878,"about_ca_topic_score_gemma":0.00064605946,"teacher_disagreement_score":0.5986529,"about_ca_system_score_codex":0.00030666194,"about_ca_system_score_gemma":0.00007892945,"threshold_uncertainty_score":0.34748223},"labels":[],"label_agreement":null},{"id":"W2948543261","doi":"10.1139/cgj-2018-0339","title":"Discussion of “Clogging of pervious concrete pile caused by soil piping: an approximate experimental study”","year":2019,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Government of Jiangsu Province","keywords":"Clogging; Geotechnical engineering; Pervious concrete; Piping; Pile; Permeability (electromagnetism); Engineering; Geology; Environmental science; Materials science; Composite material; Cement; Environmental engineering","score_opus":0.007565343938794146,"score_gpt":0.21065903705805708,"score_spread":0.20309369311926292,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948543261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972107,0.00027934345,0.0015044893,0.0000498515,0.00032834872,0.00019641209,0.00004528313,0.00009166005,0.00029390893],"genre_scores_gemma":[0.99967384,0.000015379443,0.00012706785,0.000016486823,0.000049295602,0.000004662975,0.000010724696,0.00004463744,0.000057890393],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987618,0.000037223086,0.00043460215,0.00015046493,0.00022384453,0.00039209463],"domain_scores_gemma":[0.9990804,0.00001737541,0.00006600002,0.00029304673,0.000037863938,0.00050528586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030487945,0.00017415403,0.00034109913,0.00017265709,0.000058868634,0.000025119127,0.0003000187,0.00012143272,0.00011032643],"category_scores_gemma":[0.000015823352,0.00013978817,0.000088331944,0.00013452549,0.000040229053,0.00013437595,0.000026407573,0.00043814146,0.0000055461337],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003634443,0.00011403771,0.0019085043,0.00014467518,0.00017393955,0.00009668657,0.0021627862,0.36330986,0.62637776,0.00010265564,0.0026307928,0.002941939],"study_design_scores_gemma":[0.0052768085,0.0030153447,0.004504706,0.00062729616,0.00012278074,0.000357411,0.007468918,0.8423355,0.12534173,0.00008281425,0.0092235645,0.0016431034],"about_ca_topic_score_codex":0.0014866841,"about_ca_topic_score_gemma":0.00019997846,"teacher_disagreement_score":0.50103605,"about_ca_system_score_codex":0.00020609936,"about_ca_system_score_gemma":0.00009280217,"threshold_uncertainty_score":0.57003963},"labels":[],"label_agreement":null},{"id":"W2953578162","doi":"10.1016/j.jrmge.2019.04.002","title":"A method to determine relevant geomechanical parameters for evaluating the hydraulic erodibility of rock","year":2019,"lang":"en","type":"article","venue":"Journal of Rock Mechanics and Geotechnical Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université du Québec à Chicoutimi","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Geology; Geotechnical engineering; Erosion; Block (permutation group theory); Joint (building); Rock mass classification; Compressive strength; Flow (mathematics); Shear (geology); Petrology; Engineering; Geomorphology; Mathematics; Geometry","score_opus":0.02048101086001102,"score_gpt":0.2713275259941575,"score_spread":0.25084651513414646,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953578162","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13911544,0.00030080308,0.85956854,0.00016092582,0.00037518493,0.00038795028,0.0000110000265,0.0000765328,0.0000036503122],"genre_scores_gemma":[0.9124218,0.00006230734,0.0873181,0.000042315132,0.00006807189,0.000019073967,0.0000010165533,0.000055306245,0.000011972538],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99809855,0.000032443713,0.00089576456,0.0002227433,0.00036432722,0.0003861965],"domain_scores_gemma":[0.9983346,0.0007890491,0.0001502866,0.00036176993,0.00015730238,0.00020702094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021890295,0.00026699688,0.0006382421,0.00017630166,0.000040443887,0.000027118793,0.00036405146,0.00018267301,0.0000067761353],"category_scores_gemma":[0.0005837218,0.00020343799,0.00027108222,0.0002824496,0.0000017643517,0.00010247824,0.000119376644,0.00055194396,0.00000263038],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057142413,0.000016007834,9.3916117e-7,0.00021564026,0.0000740139,0.0000016848239,0.00004638523,0.93547904,0.05610885,0.0006892866,0.000029872108,0.007281126],"study_design_scores_gemma":[0.00054963597,0.0009388354,0.000026596612,0.00020800148,0.00008175365,0.00010543342,0.00002575831,0.9893016,0.0060438267,0.00082125195,0.001667943,0.00022936334],"about_ca_topic_score_codex":0.0000027350347,"about_ca_topic_score_gemma":3.6423913e-7,"teacher_disagreement_score":0.77330637,"about_ca_system_score_codex":0.00007873726,"about_ca_system_score_gemma":0.00002741926,"threshold_uncertainty_score":0.82959604},"labels":[],"label_agreement":null},{"id":"W2966215706","doi":"10.1680/jgere.19.00015","title":"Briefing: An experimental procedure to assess the erosional behaviour of cohesionless soils","year":2019,"lang":"en","type":"article","venue":"Geotechnical Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Polytechnique Montréal","keywords":"Internal erosion; Piping; Geotechnical engineering; Soil water; Erosion; Geology; Hydraulic head; Flow (mathematics); Environmental science; Mechanics; Soil science; Geomorphology","score_opus":0.08686944492295554,"score_gpt":0.3720763675302167,"score_spread":0.2852069226072612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2966215706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969987,0.000106409265,0.0009693516,0.00025665585,0.0001058136,0.00041916006,0.000015347548,0.00019833623,0.00093020295],"genre_scores_gemma":[0.99917555,0.000008681415,0.00037418253,0.00002596965,0.00005273389,0.000080772974,0.0000085591755,0.000037379577,0.00023615286],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982109,0.00005927043,0.00021976611,0.0002387869,0.00081148284,0.0004597725],"domain_scores_gemma":[0.99895954,0.00021605301,0.000010046058,0.00051528396,0.00011043043,0.00018867159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010826484,0.000121372854,0.00017774545,0.000110866975,0.00007971305,0.000041371797,0.0005813546,0.00014195255,0.00012357584],"category_scores_gemma":[0.00012734473,0.00009143572,0.000056323646,0.0003932674,0.00006903793,0.00008561249,0.00020715878,0.0006557917,0.00011338155],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008155302,0.00031009928,0.0010598449,0.00015585472,0.000020506708,0.0000099487015,0.00033983684,0.24469317,0.7400248,0.0053116283,0.005807658,0.0021850774],"study_design_scores_gemma":[0.0012288388,0.0015696385,0.1252873,0.0005418261,0.000015896367,0.000054003463,0.0012048609,0.19741908,0.65467435,0.0004512952,0.0165395,0.0010134253],"about_ca_topic_score_codex":0.000029196957,"about_ca_topic_score_gemma":0.000003542158,"teacher_disagreement_score":0.12422745,"about_ca_system_score_codex":0.00007859862,"about_ca_system_score_gemma":0.000060897783,"threshold_uncertainty_score":0.37286407},"labels":[],"label_agreement":null},{"id":"W2971412844","doi":"10.1201/9780429319778-102","title":"Fiber optic temperature sensors in under-documented dams","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Optical fiber; Fiber optic sensor; Materials science; Environmental science; Fiber; Optics; Composite material; Physics","score_opus":0.006496249882920623,"score_gpt":0.19472130364726867,"score_spread":0.18822505376434803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971412844","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0025554043,0.00048627314,0.000050201084,0.00005381774,0.0006876465,0.00024548458,0.000030401394,0.0006396884,0.99525106],"genre_scores_gemma":[0.022866793,0.00020221269,0.0005337582,0.000036679092,0.00011452402,0.000004291001,0.00011718076,0.00018883059,0.97593576],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989393,0.0000038497815,0.00029754225,0.00027606665,0.00018491007,0.00029833414],"domain_scores_gemma":[0.999401,0.000043734166,0.000019388763,0.00043826867,0.000019985171,0.00007766341],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00006467676,0.00043760167,0.00042301096,0.0002124496,0.000012646221,0.000038971553,0.00015465356,0.0005269913,0.0020569253],"category_scores_gemma":[0.000003360102,0.00041891434,0.00011744952,0.00004206794,0.000014735844,0.00006905813,0.000034633886,0.0007440921,0.0021400787],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007758779,0.000008796872,0.000004046653,0.00040422037,0.00023669779,0.00010086483,0.00006618685,0.90239567,0.0003217981,0.07981003,0.015821362,0.0008225692],"study_design_scores_gemma":[0.0015248253,0.000088796216,0.00028634016,0.001542897,0.00010935353,0.00009504864,0.00004734522,0.04901099,0.00034309036,0.0018620263,0.9421198,0.0029695022],"about_ca_topic_score_codex":0.000006620465,"about_ca_topic_score_gemma":0.000011645979,"teacher_disagreement_score":0.92629844,"about_ca_system_score_codex":0.00017320136,"about_ca_system_score_gemma":0.000023232393,"threshold_uncertainty_score":0.99982625},"labels":[],"label_agreement":null},{"id":"W2971882419","doi":"10.1201/9780429319778-262","title":"Site effect study of Denis-Perron Rockfill Dam","year":2019,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Forensic engineering; Engineering","score_opus":0.005051367033266334,"score_gpt":0.18119622863276394,"score_spread":0.1761448615994976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2971882419","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02409161,0.0004425822,0.000781785,0.0000017798648,0.0009041428,0.0006419302,0.00003935345,0.0006560059,0.97244084],"genre_scores_gemma":[0.6068552,0.00005397089,0.000069941554,0.0000041803423,0.00010485853,0.000006999262,0.000040120573,0.00016758677,0.39269716],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989657,0.0000068820646,0.00032596453,0.0002456794,0.00025092962,0.00020485099],"domain_scores_gemma":[0.99919784,0.00008448726,0.000038134545,0.00058740313,0.000027575277,0.000064576],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00010669792,0.00041721252,0.0006253935,0.00016036925,0.000014365424,0.000011464955,0.00019072747,0.00026210945,0.00037115553],"category_scores_gemma":[0.000005646699,0.00037132134,0.00014713191,0.000023896573,0.00000880442,0.000042653923,0.00005746776,0.00035923065,0.00063892873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011769698,0.00020764145,0.0012726649,0.0039963624,0.0030464556,0.00014040287,0.002064769,0.9210227,0.0029624905,0.009419667,0.02571171,0.030037433],"study_design_scores_gemma":[0.011319606,0.009638675,0.005533206,0.0028605354,0.0024644535,0.00009304397,0.00020813085,0.1450323,0.0041098604,0.0003199074,0.8094229,0.008997345],"about_ca_topic_score_codex":0.00002248629,"about_ca_topic_score_gemma":0.000040880757,"teacher_disagreement_score":0.78371125,"about_ca_system_score_codex":0.000058200618,"about_ca_system_score_gemma":0.00000942408,"threshold_uncertainty_score":0.9998739},"labels":[],"label_agreement":null},{"id":"W2978166610","doi":"10.3390/infrastructures4040062","title":"Modelling and Characterizing a Concrete Gravity Dam for Fragility Analysis","year":2019,"lang":"en","type":"article","venue":"Infrastructures","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Compute Canada","keywords":"Fragility; Randomness; Gravity dam; Vulnerability (computing); Vulnerability assessment; Incremental Dynamic Analysis; Geology; Seismic analysis; Engineering; Seismology; Civil engineering; Computer science; Forensic engineering; Structural engineering; Finite element method; Mathematics","score_opus":0.005948646061143473,"score_gpt":0.19942296980934188,"score_spread":0.1934743237481984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2978166610","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8470374,0.00012675974,0.15183209,0.000008875052,0.00021860082,0.00013251902,0.000086166416,0.0001939019,0.00036371837],"genre_scores_gemma":[0.992487,0.000019029028,0.0073110196,0.000026234922,0.00006032475,0.00001030437,0.00004596461,0.000021331445,0.000018768698],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993547,0.0000070794604,0.00016499557,0.00018374615,0.00007862995,0.000210836],"domain_scores_gemma":[0.9996153,0.00006229381,0.000020804135,0.00021258598,0.000023915218,0.00006508602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010267157,0.00015014471,0.00026838516,0.000105687934,0.000037989026,0.000042805474,0.00008288932,0.000081193975,0.000034182875],"category_scores_gemma":[0.000009752157,0.00014474275,0.00009190913,0.00015322688,0.000017162349,0.000097090975,0.00001951363,0.00012799287,0.0000026367736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010512278,4.1594933e-7,0.005397742,0.000112526526,0.00024726088,4.0678466e-7,0.0002018598,0.98215693,0.010697012,0.00019661116,0.000042897787,0.00093580654],"study_design_scores_gemma":[0.00019784599,0.0000122416905,0.027551126,0.000008816035,0.000099153534,0.0000016375664,0.0000104476885,0.9674105,0.0022706608,0.00088462606,0.0013620821,0.00019083962],"about_ca_topic_score_codex":0.000022306125,"about_ca_topic_score_gemma":9.558986e-7,"teacher_disagreement_score":0.14544965,"about_ca_system_score_codex":0.000020648597,"about_ca_system_score_gemma":0.0000045785614,"threshold_uncertainty_score":0.59024376},"labels":[],"label_agreement":null},{"id":"W2980830562","doi":"10.33915/etd.6543","title":"Far-Field Ground Strain Failure Mode Assessment for Mineral Extraction Near Dams","year":2017,"lang":"en","type":"dissertation","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Mile; Geology; Geotechnical engineering; Mining engineering; RADIUS; Hydrology (agriculture); Geodesy","score_opus":0.01147637215542523,"score_gpt":0.30951448509592167,"score_spread":0.2980381129404964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2980830562","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.096456945,0.00040399074,0.552726,0.00030015313,0.013504733,0.0020205243,0.00072938215,0.0025613196,0.33129698],"genre_scores_gemma":[0.8345086,0.00015119434,0.05343523,0.0000414185,0.001151375,0.00047428935,0.010431936,0.00033693083,0.09946901],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989466,0.000006074048,0.0002782114,0.00026538759,0.00018945086,0.00031426013],"domain_scores_gemma":[0.99933416,0.00006330591,0.000066813554,0.00039420067,0.00005731459,0.00008423491],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000107196916,0.00034941288,0.00031750396,0.00007713778,0.00015649639,0.00025435878,0.000224946,0.00046176906,0.00013840434],"category_scores_gemma":[0.000027652146,0.00035820607,0.00017648618,0.000031967797,0.0000061406904,0.00024026116,0.0000048427178,0.00043702123,0.000013136512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015712556,0.00016432465,0.000051994626,0.0041750995,0.0010969893,0.000029864015,0.0012972573,0.44259816,0.08664297,0.014406837,0.09511183,0.35426757],"study_design_scores_gemma":[0.0010006706,0.00018352042,0.008113532,0.00027241142,0.00020531,0.000010739602,0.0007911588,0.75839007,0.0018516666,0.0006771999,0.2270355,0.0014682622],"about_ca_topic_score_codex":0.00020733653,"about_ca_topic_score_gemma":0.002034821,"teacher_disagreement_score":0.73805165,"about_ca_system_score_codex":0.000108696935,"about_ca_system_score_gemma":0.00005562995,"threshold_uncertainty_score":0.999887},"labels":[],"label_agreement":null},{"id":"W2981661440","doi":"10.4095/215581","title":"Implications of Canada's 4th generation seismic hazard model for Canadian dams","year":2004,"lang":"en","type":"report","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Seismic hazard; Seismology; Hazard; Geology; Environmental science; Ecology; Biology","score_opus":0.027537912631896182,"score_gpt":0.23667007729500786,"score_spread":0.20913216466311169,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981661440","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0004663608,0.0004562665,0.83883727,0.00041773828,0.0012802717,0.0005627063,0.0029044033,0.00021214785,0.15486284],"genre_scores_gemma":[0.9696064,0.0003563214,0.008403142,0.00007738802,0.00042080335,0.00020341172,0.0023508226,0.00015700959,0.018424688],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989398,0.0000018259682,0.00035195635,0.00017877713,0.00019692793,0.0003307292],"domain_scores_gemma":[0.9991411,0.000011596397,0.000039227776,0.00036263603,0.0002342041,0.0002112263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011770595,0.000216671,0.0002876161,0.00014664115,0.000062720996,0.000013130083,0.00014883991,0.0002151024,0.00001683645],"category_scores_gemma":[0.000027731463,0.00023645708,0.00008291076,0.00008974041,0.0000070713822,0.000029191036,0.0000066053,0.00014592457,8.5696075e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[1.5603726e-7,0.0000015618189,0.0000035650417,0.0001581407,0.000047042347,4.1574484e-7,0.000013727981,0.8484641,0.00006727711,0.00033734378,0.14979544,0.0011112792],"study_design_scores_gemma":[0.000073854055,0.0000039657793,0.000103722836,0.000030496121,0.00003438791,0.000007396132,0.0000023805644,0.90204525,0.00014629224,0.00009737405,0.09721467,0.00024023624],"about_ca_topic_score_codex":0.93605345,"about_ca_topic_score_gemma":0.99745816,"teacher_disagreement_score":0.96914005,"about_ca_system_score_codex":0.0025549585,"about_ca_system_score_gemma":0.011070829,"threshold_uncertainty_score":0.9945355},"labels":[],"label_agreement":null},{"id":"W2981951126","doi":"10.4095/226350","title":"Probabilistic method for seismic vulnerability ranking of canadian hydropower dams","year":2007,"lang":"en","type":"report","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Hydropower; Vulnerability (computing); Probabilistic logic; Ranking (information retrieval); Vulnerability assessment; Environmental science; Computer science; Statistics; Econometrics; Geography; Mathematics; Engineering; Artificial intelligence; Computer security; Psychology; Social psychology","score_opus":0.03311690517320991,"score_gpt":0.3120469138978341,"score_spread":0.2789300087246242,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981951126","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00053092727,0.00057020085,0.6456777,0.000028280574,0.0027584215,0.0009422906,0.0003728451,0.0004486776,0.3486707],"genre_scores_gemma":[0.74726486,0.0008216977,0.21023569,0.00008394141,0.0019291723,0.0004267186,0.001478505,0.0010281657,0.03673124],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99772805,0.000023755905,0.00079384324,0.00038980984,0.0004184592,0.00064610847],"domain_scores_gemma":[0.9982972,0.0003548681,0.00007689813,0.000651813,0.00034429485,0.00027489974],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0026278177,0.0004309315,0.0008154121,0.00089910603,0.00004951484,0.000018874101,0.0002713456,0.0005649445,0.00023408007],"category_scores_gemma":[0.0004992605,0.00042080728,0.00030330723,0.00048156033,0.00003563334,0.000043636475,0.000020546528,0.0005111332,0.0000068208515],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010678093,0.000026832997,0.000056236917,0.0056939265,0.0003142264,0.000009758639,0.00013763849,0.91767204,0.00015386502,0.0004243753,0.049076483,0.02642392],"study_design_scores_gemma":[0.0002192548,0.000031339958,0.00013178923,0.00019720555,0.00012883554,0.0000323476,0.000012000331,0.29627654,0.00064971927,0.00036564103,0.7013794,0.000575882],"about_ca_topic_score_codex":0.08957063,"about_ca_topic_score_gemma":0.050900027,"teacher_disagreement_score":0.74673396,"about_ca_system_score_codex":0.0009899196,"about_ca_system_score_gemma":0.0007687916,"threshold_uncertainty_score":0.9998244},"labels":[],"label_agreement":null},{"id":"W2994387248","doi":"10.1007/978-981-15-1971-0_52","title":"A Discussion on the Evolution and Application of Quantitative Risk Informed Dam Safety Decision Making","year":2019,"lang":"en","type":"book-chapter","venue":"Water resources development and management","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Environment and Protected Areas; Hatch (Canada)","funders":"","keywords":"Risk analysis (engineering); Judgement; Risk assessment; Risk management; Commission; Prioritization; Criticism; Process (computing); Management science; Computer science; Engineering; Business; Political science; Computer security; Law","score_opus":0.00823687759635551,"score_gpt":0.20295064650847744,"score_spread":0.19471376891212194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2994387248","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06785476,0.0015211453,0.34769386,0.00023763605,0.00061480154,0.0039177113,0.00005901022,0.00048373028,0.57761735],"genre_scores_gemma":[0.9306387,0.002911092,0.012554938,0.000040464307,0.00004722218,0.000094174786,0.00014203665,0.00012751274,0.05344388],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99901825,0.000007682596,0.0003499308,0.00021917556,0.00024411482,0.00016082388],"domain_scores_gemma":[0.99958897,0.00006545189,0.000077251636,0.00022371259,0.000015739673,0.000028902154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026425277,0.0002550002,0.00022202327,0.00019500784,0.00011159563,0.00003116117,0.000116111805,0.00009620093,0.000011627413],"category_scores_gemma":[0.0000038971198,0.00013093419,0.000035219447,0.000024949406,0.00003599262,0.00004649119,0.0001754914,0.00015243374,0.000037239697],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039787425,0.000022084965,0.00024569448,0.0023513124,0.0009290456,0.0000048776487,0.015150321,0.036422778,0.000058186084,0.19111599,0.00071659125,0.75258523],"study_design_scores_gemma":[0.00045753983,0.00006248968,0.0081263445,0.0014680044,0.00009795009,0.0000013746677,0.00039805667,0.0142848,0.000060774328,0.0034013588,0.9711406,0.0005006648],"about_ca_topic_score_codex":0.000002402928,"about_ca_topic_score_gemma":0.00001240829,"teacher_disagreement_score":0.97042406,"about_ca_system_score_codex":0.00013177711,"about_ca_system_score_gemma":0.0000040360396,"threshold_uncertainty_score":0.5339341},"labels":[],"label_agreement":null},{"id":"W2997752366","doi":"10.18280/i2m.180613","title":"Analysis of Seepage Influence on High Slopes Based on Multi-dimensional Measured Data","year":2019,"lang":"en","type":"article","venue":"Instrumentation Mesure Métrologie","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Chongqing Municipal Education Commission; Chongqing Science and Technology Commission; National Natural Science Foundation of China","keywords":"Clogging; Geotechnical engineering; Rebar; Geology; Deformation (meteorology); Finite element method; Stress (linguistics); Groundwater; Structural engineering; Engineering","score_opus":0.02825709663588159,"score_gpt":0.26643914265169616,"score_spread":0.23818204601581458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2997752366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99344087,0.000018864934,0.005082911,0.00008984553,0.00036032003,0.00017232422,0.0003277195,0.00024801644,0.00025912034],"genre_scores_gemma":[0.99329257,0.0000065437616,0.005836772,0.00018178472,0.000012692409,0.000009040418,0.0006188163,0.00002046667,0.000021311642],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987167,0.00006279373,0.00031606338,0.00030805625,0.00039628104,0.00020010737],"domain_scores_gemma":[0.9988817,0.00019175783,0.00006531913,0.0007549038,0.0000551899,0.000051104093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040086053,0.0001888625,0.00031842777,0.00036508645,0.00002689744,0.000016338741,0.00033873803,0.000101227255,0.00010645768],"category_scores_gemma":[0.000097961165,0.0001735178,0.00007662241,0.0005263954,0.00002430127,0.00015836592,0.00003505515,0.00016983929,0.000064260916],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006319368,0.00004521439,0.022151,0.000025339423,0.00033952735,0.0000021570763,0.000024612935,0.96735805,0.007321734,0.000047438723,0.00009461945,0.0025271003],"study_design_scores_gemma":[0.0008324968,0.000095575764,0.3386089,0.000021808764,0.00015079191,1.9590361e-7,0.000008982858,0.6567043,0.0032768995,0.000005304139,0.00014868689,0.00014604582],"about_ca_topic_score_codex":0.000028203754,"about_ca_topic_score_gemma":0.000014500046,"teacher_disagreement_score":0.3164579,"about_ca_system_score_codex":0.00006805174,"about_ca_system_score_gemma":0.00002557387,"threshold_uncertainty_score":0.70758504},"labels":[],"label_agreement":null},{"id":"W2998673165","doi":"10.1155/2019/4352396","title":"A Spatiotemporal Deformation Modelling Method Based on Geographically and Temporally Weighted Regression","year":2019,"lang":"en","type":"article","venue":"Mathematical Problems in Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Fundamental Research Funds for the Central Universities; Central South University; National Natural Science Foundation of China","keywords":"Deformation (meteorology); Flexibility (engineering); Transformation (genetics); Computer science; Inverse; Deformation monitoring; Lag; Regression; Algorithm; Mathematics; Data mining; Mathematical optimization; Statistics; Geology; Geometry","score_opus":0.007705022845872378,"score_gpt":0.20290211261536747,"score_spread":0.1951970897694951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998673165","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.089977115,0.000069122565,0.9074067,0.00004481873,0.000114972456,0.00037746684,0.000003117029,0.0005424904,0.0014641933],"genre_scores_gemma":[0.88537323,0.000014508432,0.11444156,0.000013607251,0.000019403955,0.000043477783,0.0000130954995,0.00006466279,0.000016480039],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99861914,0.00002055183,0.00049199944,0.00024012086,0.00027287568,0.00035532258],"domain_scores_gemma":[0.99935406,0.00019408113,0.000033820226,0.00028369532,0.000021876927,0.00011246901],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00058355817,0.00029593718,0.00036146768,0.00038570858,0.000022355889,0.000047436486,0.00012490974,0.00017912069,0.00002679636],"category_scores_gemma":[0.000028323673,0.0002571202,0.000063621526,0.00033760365,0.000010547607,0.00018819317,0.000026934225,0.00041945372,0.000028239456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051192014,0.000027801438,0.00026470365,0.0012133993,0.000010234883,0.0000025391028,0.00013413503,0.9946942,0.0006455762,0.00215629,0.0000069418434,0.0008390814],"study_design_scores_gemma":[0.0004776476,0.00004793518,0.0001518911,0.0010335237,0.0000063937805,0.0000058925116,0.000007290953,0.9952767,0.00024712636,0.0022957171,0.00014153597,0.00030833526],"about_ca_topic_score_codex":0.0000040857512,"about_ca_topic_score_gemma":5.6898864e-7,"teacher_disagreement_score":0.7953961,"about_ca_system_score_codex":0.000068046786,"about_ca_system_score_gemma":0.000008103721,"threshold_uncertainty_score":0.9999881},"labels":[],"label_agreement":null},{"id":"W2999537904","doi":"10.1139/cgj-2019-0273","title":"Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"China Scholarship Council; University of New South Wales","keywords":"Internal erosion; Shearing (physics); Geotechnical engineering; Homogeneity (statistics); Soil water; Particle-size distribution; Erosion; Homogeneous; Particle size; Materials science; Particle (ecology); Geology; Soil science; Mathematics; Statistics; Geomorphology","score_opus":0.009301075539068386,"score_gpt":0.2000765259750757,"score_spread":0.1907754504360073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2999537904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9779928,0.000030938525,0.021269077,0.00040423468,0.00006953943,0.00006237938,0.000077932506,0.000061204664,0.00003189776],"genre_scores_gemma":[0.999621,0.000017037037,0.00017269271,0.00010449956,0.000062732644,0.0000017513519,0.0000027964209,0.000014944483,0.0000025499248],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99907315,0.000017194241,0.0003520234,0.00010088351,0.00017185626,0.000284875],"domain_scores_gemma":[0.9989508,0.00004866452,0.000035954414,0.00013005968,0.00007475829,0.0007598114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016008527,0.00010719469,0.00019345166,0.000039553408,0.000038295373,0.000015295838,0.00021977627,0.00008873854,0.0000169497],"category_scores_gemma":[0.00044968794,0.000108981134,0.00007227508,0.0002952993,0.00002661865,0.00006165521,0.000022277622,0.00040938673,0.000010066137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023420349,0.000006214313,0.0008264092,0.000024473218,0.000014172161,0.000017484126,0.000052154628,0.9031167,0.09415903,0.00011624102,0.0003266387,0.001317062],"study_design_scores_gemma":[0.0006696067,0.00054955453,0.5484755,0.00053676387,0.00003459936,0.00009078473,0.000027846498,0.22059648,0.2265795,0.00006907204,0.001954951,0.00041530764],"about_ca_topic_score_codex":0.0013388451,"about_ca_topic_score_gemma":0.00034821336,"teacher_disagreement_score":0.6825202,"about_ca_system_score_codex":0.00018664663,"about_ca_system_score_gemma":0.00008038007,"threshold_uncertainty_score":0.44441217},"labels":[],"label_agreement":null},{"id":"W3000531117","doi":"10.1139/cgj-2018-0372","title":"Instability of flood embankments due to pore-water pressure build-up at the toe: lesson learned from the Adige River case study","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Geotechnical engineering; Flood myth; Pore water pressure; Geology; Foundation (evidence); Instability; Flow (mathematics)","score_opus":0.02137200305606158,"score_gpt":0.21959102624531215,"score_spread":0.19821902318925058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000531117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99246687,0.0002824524,0.0013229636,0.004829559,0.0003544982,0.0003980147,0.00020759234,0.00007528428,0.000062796666],"genre_scores_gemma":[0.99917626,0.0000101782925,0.000052434716,0.0004389553,0.00021075254,0.000011564746,0.000008580884,0.000035937646,0.000055307],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99858624,0.000100116864,0.00038164228,0.00021662269,0.00026821386,0.00044716537],"domain_scores_gemma":[0.9986516,0.000082512306,0.000031136922,0.00046426395,0.000059389276,0.00071105035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040766303,0.00020152764,0.00027620388,0.000043374057,0.00025647672,0.00005975788,0.0005309971,0.00012080815,0.00023298443],"category_scores_gemma":[0.00012406499,0.00011908034,0.00011589185,0.00018083543,0.00006382611,0.00007490726,0.00011995472,0.0008440505,0.000026556796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000087271146,0.000072851515,0.0030510016,0.000040505023,0.00063276524,0.0051210457,0.015986038,0.9378067,0.0014744933,0.000015938276,0.018719457,0.016991936],"study_design_scores_gemma":[0.0053355657,0.0012532813,0.09944941,0.0002394137,0.0011382389,0.006977293,0.008538855,0.11326542,0.005330989,0.00043239674,0.75590396,0.0021351713],"about_ca_topic_score_codex":0.018284906,"about_ca_topic_score_gemma":0.018236768,"teacher_disagreement_score":0.8245413,"about_ca_system_score_codex":0.00019303468,"about_ca_system_score_gemma":0.00008440141,"threshold_uncertainty_score":0.99967784},"labels":[],"label_agreement":null},{"id":"W3006432978","doi":"10.1016/j.soildyn.2019.105990","title":"A semi-empirical relationship for predicting earthquake-induced crest settlement of concrete faced rockfill dams","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Crest; Settlement (finance); Geology; Geotechnical engineering; Seismology; Forensic engineering; Engineering; Computer science","score_opus":0.01982510539601173,"score_gpt":0.2310667166511239,"score_spread":0.21124161125511218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006432978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88310575,0.00019249022,0.11475671,0.00027510035,0.00028739718,0.00030063465,0.00030742123,0.00052078447,0.00025371238],"genre_scores_gemma":[0.9963973,0.000036589347,0.0030778656,0.00003882809,0.00013586562,0.000040141163,0.00015109021,0.00009552934,0.000026777234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99853027,0.000012734937,0.00050786044,0.00030108058,0.0001986399,0.00044938867],"domain_scores_gemma":[0.9990889,0.000261348,0.0000538785,0.00020829738,0.000055860022,0.00033173047],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021375871,0.0003171765,0.0004035625,0.000103764905,0.00008069316,0.000043388278,0.00013335086,0.00017437653,0.000007506165],"category_scores_gemma":[0.00029856866,0.00035730304,0.00012551606,0.00026502844,0.000018662355,0.00013120177,0.00005066844,0.00035564083,0.000003858394],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001800267,0.0000037322927,0.00636055,0.0005636808,0.00010442917,0.0000034895647,0.0006875033,0.9867025,0.0021147148,0.0009947616,0.00009596394,0.0023506726],"study_design_scores_gemma":[0.00068787177,0.0001266149,0.033201188,0.000092255985,0.000039630657,0.0000059020804,0.00012940103,0.9639936,0.00044170918,0.000015148784,0.0009144793,0.0003521788],"about_ca_topic_score_codex":0.000008515504,"about_ca_topic_score_gemma":0.0000144206415,"teacher_disagreement_score":0.11329156,"about_ca_system_score_codex":0.000048773705,"about_ca_system_score_gemma":0.000026633732,"threshold_uncertainty_score":0.9998879},"labels":[],"label_agreement":null},{"id":"W3008207108","doi":"10.3850/978-981-11-2725-0-bs2-cd","title":"Influence of Spatially Variable Soil Permeability on Backward Erosion Piping","year":2019,"lang":"en","type":"article","venue":"Proceedings of the 7th International Symposium on Geotechnical Safety and Risk (ISGSR 2019)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Piping; Permeability (electromagnetism); Finite element method; Random field; Geotechnical engineering; Spatial variability; Levee; Spatial correlation; Random variable; Soil science; Geology; Mathematics; Engineering; Structural engineering; Statistics","score_opus":0.0032231200397557134,"score_gpt":0.18709208977328634,"score_spread":0.18386896973353062,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008207108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9909584,0.0000274655,0.00034216736,0.0003938507,0.0003933328,0.00026799017,0.00009256063,0.000120592515,0.007403661],"genre_scores_gemma":[0.9985377,0.00081890577,0.00027394982,0.000036110683,0.000060670813,0.0000067970477,0.0000041380727,0.000024936624,0.00023675557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985867,0.000008991197,0.0004741684,0.00027701206,0.00044566367,0.00020742779],"domain_scores_gemma":[0.99924177,0.0001392711,0.00017397525,0.00019468843,0.00018352736,0.000066797176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004631629,0.0002052846,0.00029166523,0.00006046958,0.0000644863,0.000019674093,0.000520195,0.00018383266,0.000030185081],"category_scores_gemma":[0.00016929737,0.00014934002,0.000114462,0.00015113121,0.00008759389,0.00015641293,0.0001710851,0.00045571002,0.000018563875],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024763605,0.000071452974,0.0049100677,0.000162968,0.0000627838,5.8039e-8,0.00006706763,0.9066397,0.0803902,0.006836527,0.000089114474,0.0005224465],"study_design_scores_gemma":[0.0025159526,0.00096740964,0.32578006,0.0026634429,0.00014358194,0.000019007815,0.00004232452,0.51326567,0.13246983,0.0031429674,0.017946584,0.001043165],"about_ca_topic_score_codex":0.00011802826,"about_ca_topic_score_gemma":0.0000012610665,"teacher_disagreement_score":0.39337403,"about_ca_system_score_codex":0.000097848366,"about_ca_system_score_gemma":0.000013951843,"threshold_uncertainty_score":0.60899097},"labels":[],"label_agreement":null},{"id":"W3008366174","doi":"10.21660/2020.66.9462","title":"STABILITY ASSESSMENT OF AN AGING EARTH FILL DAM CONSIDERING ANISOTROPIC BEHAVIOUR OF CLAY","year":2020,"lang":"en","type":"article","venue":"International Journal of Geomate","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Anisotropy; Geology; Oedometer test; Consolidation (business); Direct shear test; Shear strength (soil); Clay minerals; Pore water pressure; Triaxial shear test; Illite; Soil water; Shear (geology); Mineralogy; Petrology; Soil science","score_opus":0.017954438008919334,"score_gpt":0.2698151537824787,"score_spread":0.2518607157735594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3008366174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9853676,0.000060581555,0.013423371,0.00014364389,0.0004945675,0.00003237823,0.00004926927,0.000036134134,0.000392452],"genre_scores_gemma":[0.9921849,0.00003553456,0.007628555,0.000018600187,0.00010993327,4.9405065e-7,0.000004942438,0.000014746664,0.0000022936981],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989175,0.000021872154,0.00054008415,0.00006992775,0.0003498101,0.00010080785],"domain_scores_gemma":[0.99936414,0.00004208577,0.00017125442,0.00008835344,0.00024401791,0.0000901488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018839785,0.00009387806,0.0002283385,0.00007938229,0.000009422796,0.000017114842,0.0002426477,0.00003104849,0.000103447295],"category_scores_gemma":[0.000039079994,0.00009206083,0.000092073846,0.000055614455,0.000023140317,0.00021620975,0.000036952053,0.0001588878,8.7725874e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049968603,0.00013798973,0.07672754,0.00022418905,0.00048663383,0.0001572061,0.0011700129,0.60925126,0.30730078,0.00056995486,0.00008264011,0.0038418146],"study_design_scores_gemma":[0.0018784136,0.0004378723,0.3915181,0.00034751405,0.000079135905,0.00018304269,0.00035064472,0.3170235,0.28678453,0.00018630568,0.00088336325,0.00032757464],"about_ca_topic_score_codex":0.000011983519,"about_ca_topic_score_gemma":0.0000027880278,"teacher_disagreement_score":0.31479058,"about_ca_system_score_codex":0.000040364335,"about_ca_system_score_gemma":0.00003966643,"threshold_uncertainty_score":0.37541318},"labels":[],"label_agreement":null},{"id":"W3012710084","doi":"10.1061/(asce)hy.1943-7900.0001745","title":"Design, Construction, and Destruction in the Classroom: Experiential Learning with Earthen Dams","year":2020,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Blackberry (Canada); University of Waterloo","funders":"","keywords":"Experiential learning; Curriculum; Hydraulics; Engineering; Engineering education; Spillway; Civil engineering; Experiential education; Test (biology); Engineering management; Mathematics education; Geotechnical engineering; Psychology; Pedagogy; Geology","score_opus":0.008134001453872795,"score_gpt":0.18419021510111552,"score_spread":0.17605621364724272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3012710084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5258188,0.00041080505,0.47319427,0.00016212882,0.00017249248,0.00006582692,2.3417732e-7,0.000080277896,0.00009517431],"genre_scores_gemma":[0.9830874,0.0001031448,0.016522938,0.000023617078,0.00022762935,0.0000035001397,5.167012e-7,0.000029635998,0.0000015898282],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99922484,0.00002788733,0.00029388838,0.00008464234,0.00018902346,0.00017971695],"domain_scores_gemma":[0.9996975,0.000068068875,0.0000513999,0.000066030516,0.000028854913,0.00008813296],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022441136,0.00014776841,0.00019896145,0.000107556,0.00003361554,0.000051552684,0.000115214294,0.000050910017,0.000006160788],"category_scores_gemma":[0.000049401693,0.00010978322,0.00003404221,0.00025881958,0.000022851544,0.00023375356,0.000009863761,0.0005229119,0.0000011952067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021966322,0.0000032939333,0.00046181344,0.0000404011,0.000033662724,0.00004414316,0.0022337795,0.989481,0.0046611577,0.00004754404,0.000037229805,0.0029340351],"study_design_scores_gemma":[0.0017025641,0.0005518064,0.005087345,0.00021645358,0.00006233715,0.0027202475,0.0022676806,0.96834874,0.005533821,0.000028747152,0.013010814,0.00046942546],"about_ca_topic_score_codex":0.0000013552344,"about_ca_topic_score_gemma":3.619375e-7,"teacher_disagreement_score":0.45726863,"about_ca_system_score_codex":0.000026900716,"about_ca_system_score_gemma":0.000012685792,"threshold_uncertainty_score":0.44768298},"labels":[],"label_agreement":null},{"id":"W3022267737","doi":"","title":"In Situ Shear Testing of Simulated Dam Concrete-Rock Interfaces","year":2015,"lang":"en","type":"article","venue":"13th ISRM International Congress of Rock Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Geotechnical engineering; Shear (geology); Geology; In situ; Geography; Petrology","score_opus":0.02617192952858079,"score_gpt":0.2564613502238058,"score_spread":0.23028942069522498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022267737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94029,0.00049717695,0.047942393,0.00009088288,0.0054684873,0.00025271723,0.00011435061,0.00030735933,0.0050366363],"genre_scores_gemma":[0.9985997,0.000018759067,0.0010708636,0.000015763164,0.00005658353,0.0000034357033,0.000019021292,0.000034375225,0.00018147007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987834,0.000018037717,0.0005079551,0.00015921977,0.00033994173,0.00019141573],"domain_scores_gemma":[0.99914193,0.00012596141,0.00010478893,0.00018174681,0.00036348688,0.0000820788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022314857,0.00017456137,0.0002976532,0.00021149297,0.000010385893,0.000014202385,0.0003831047,0.0001076557,0.00003041144],"category_scores_gemma":[0.0004582763,0.00018884428,0.000045791552,0.00021249727,0.0000051316983,0.00021018952,0.00011072633,0.0002032281,0.000016854485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003056764,0.000011805737,0.00014737279,0.000071868395,0.00007475932,0.000008838179,0.00026754153,0.97153056,0.025586156,0.0014027905,0.00071257364,0.0001551918],"study_design_scores_gemma":[0.00072703185,0.00008128839,0.000032223037,0.00020734605,0.000010131293,0.000007749679,0.00013022573,0.91595906,0.08069024,0.0003860058,0.0015978925,0.00017080434],"about_ca_topic_score_codex":0.000043362168,"about_ca_topic_score_gemma":0.0000096062795,"teacher_disagreement_score":0.05830973,"about_ca_system_score_codex":0.000099413606,"about_ca_system_score_gemma":0.000036326088,"threshold_uncertainty_score":0.7700846},"labels":[],"label_agreement":null},{"id":"W3034954878","doi":"10.1139/cgj-2019-0790","title":"Post-erosion mechanical response of internally unstable soil of varying size and flow regime","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Internal erosion; Erosion; Geotechnical engineering; Void ratio; Clogging; Residual strength; Materials science; Particle (ecology); Particle size; Geology; Composite material","score_opus":0.0076900627976591186,"score_gpt":0.18213486367985474,"score_spread":0.1744448008821956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3034954878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9286149,0.00076350267,0.06554404,0.004007942,0.000374364,0.0001463342,0.00013836233,0.00016879487,0.00024176214],"genre_scores_gemma":[0.99706936,0.00008911562,0.0025353513,0.00018213698,0.00006764996,9.2781295e-7,0.0000012321409,0.000029390792,0.000024847677],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989872,0.000041910385,0.00039893587,0.00011659138,0.00016679308,0.00028860013],"domain_scores_gemma":[0.9988236,0.00016389995,0.000049322523,0.00013935087,0.00008077385,0.0007430749],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004242967,0.00013072029,0.00027840922,0.00010894238,0.00004171875,0.00002158267,0.00022883568,0.00015144052,0.000061001912],"category_scores_gemma":[0.0006511733,0.00013047966,0.0000888453,0.00016747574,0.00004114586,0.00008868898,0.000037619928,0.00054977555,0.0000032086068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041930794,0.000011912948,0.00004337902,0.0001320998,0.0000791506,0.00020523026,0.00026679196,0.40252998,0.58964205,0.00015344917,0.0015148049,0.0050018216],"study_design_scores_gemma":[0.0017037368,0.0008748678,0.004002128,0.00072150165,0.00008467039,0.00088907074,0.0000995642,0.9418491,0.039643142,0.0003306696,0.009186684,0.0006148465],"about_ca_topic_score_codex":0.0008472861,"about_ca_topic_score_gemma":0.00021999367,"teacher_disagreement_score":0.54999894,"about_ca_system_score_codex":0.000100845784,"about_ca_system_score_gemma":0.0001769726,"threshold_uncertainty_score":0.5320806},"labels":[],"label_agreement":null},{"id":"W3037730800","doi":"10.1002/rra.3659","title":"Effects of upstream and downstream slopes and clay content on levee's breaching by overtopping","year":2020,"lang":"en","type":"article","venue":"River Research and Applications","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Levee; Geotechnical engineering; Erosion; Geology; Shear stress; Geomorphology; Materials science","score_opus":0.03319195732293016,"score_gpt":0.26162432289223375,"score_spread":0.22843236556930357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037730800","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96788746,0.0034317148,0.024563499,0.00069620676,0.000011864453,0.00069915253,0.000095255884,0.0001557911,0.0024590616],"genre_scores_gemma":[0.9984018,0.0011256464,0.00029319737,0.000021875605,0.000030924202,0.00006644356,0.000008859299,0.000011984908,0.000039264854],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994753,0.000015502546,0.000086092135,0.00015237991,0.00011272433,0.00015797885],"domain_scores_gemma":[0.9995145,0.00021503444,0.000007970927,0.00008409091,0.000022363538,0.0001560248],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006985183,0.00007944567,0.00011065327,0.000043896103,0.00008789179,0.0000270317,0.00005681136,0.000034621593,0.0000014875218],"category_scores_gemma":[0.000023800143,0.00007211231,0.00001114502,0.00010591832,0.00009683735,0.000048457878,0.000042779764,0.00018268044,0.0000030305816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052215826,0.00015532615,0.0027758414,0.0016077952,0.00019062636,0.00000595397,0.0022708166,0.0013365888,0.5328951,0.015368024,0.0052943844,0.43804735],"study_design_scores_gemma":[0.007872461,0.002196517,0.12528244,0.0012626762,0.0001425945,0.000047798698,0.0016153208,0.09824945,0.4127295,0.0041946825,0.3444073,0.0019992662],"about_ca_topic_score_codex":0.00004101408,"about_ca_topic_score_gemma":9.260395e-7,"teacher_disagreement_score":0.4360481,"about_ca_system_score_codex":0.000011138164,"about_ca_system_score_gemma":0.000004444726,"threshold_uncertainty_score":0.29406545},"labels":[],"label_agreement":null},{"id":"W3037973850","doi":"","title":"Etude du comportement au cisaillement d'une discontinuité rocheuse : application aux calculs de stabilité d'un barrage-poids avec prise en compte de la cohésion apparente","year":2020,"lang":"fr","type":"dissertation","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Humanities; Physics; Art","score_opus":0.005270586654737081,"score_gpt":0.20053140332529687,"score_spread":0.19526081667055978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037973850","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60288084,0.002110211,0.38929144,0.00022421425,0.00047836854,0.00073083764,0.000076468714,0.00010720048,0.0041004205],"genre_scores_gemma":[0.9870872,0.0009991566,0.010678457,0.000007238493,0.00013227457,0.00000953371,0.00040279535,0.000050260267,0.0006330753],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99755067,0.00027930306,0.0006948567,0.000499404,0.0005180428,0.00045774438],"domain_scores_gemma":[0.9985556,0.00018460235,0.00023442987,0.00051207293,0.00021511984,0.00029819587],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005498708,0.00054910925,0.00070073246,0.00016358378,0.0005301686,0.00003199828,0.0010533481,0.00042212658,0.00005371376],"category_scores_gemma":[0.000080927406,0.0005940355,0.00046447382,0.0003603854,0.00042396694,0.00017236022,0.00032901534,0.00064244797,0.00003208342],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032726047,0.0008630042,0.019216109,0.010876586,0.000932108,0.000028134667,0.07305284,0.7018921,0.17112847,0.015413506,0.00032173577,0.0059481487],"study_design_scores_gemma":[0.0027647906,0.00018579763,0.35741043,0.006208652,0.0011852573,0.00004033034,0.0025646663,0.50348634,0.07995954,0.00021019959,0.045038674,0.00094534486],"about_ca_topic_score_codex":0.00520185,"about_ca_topic_score_gemma":0.008400074,"teacher_disagreement_score":0.38420635,"about_ca_system_score_codex":0.004228807,"about_ca_system_score_gemma":0.00056987134,"threshold_uncertainty_score":0.99965113},"labels":[],"label_agreement":null},{"id":"W3038253649","doi":"10.1007/s11440-020-01009-4","title":"Hierarchical multiscale numerical modelling of internal erosion with discrete and finite elements","year":2020,"lang":"en","type":"article","venue":"Acta Geotechnica","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Solid mechanics; Mechanics; Porosity; Geology; Geotechnical engineering; Engineering; Materials science; Physics; Structural engineering","score_opus":0.01246294607482007,"score_gpt":0.19867069867774814,"score_spread":0.18620775260292807,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3038253649","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17667368,0.00005800803,0.8223969,0.00022024738,0.00002529287,0.00008201622,0.000018909226,0.00024368604,0.00028129565],"genre_scores_gemma":[0.9817826,0.000067981964,0.018035889,0.000035129357,0.000029212822,0.000006190927,0.00000578808,0.000028768722,0.000008450455],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993263,0.000008089607,0.0002037664,0.0001536815,0.00013495909,0.00017322293],"domain_scores_gemma":[0.9996683,0.000046952846,0.000022197944,0.00013180583,0.000010571014,0.000120154815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000049546907,0.00012551862,0.00017767196,0.000029760657,0.000020927779,0.000011066624,0.00012609243,0.000060051072,0.000009472436],"category_scores_gemma":[0.000016131917,0.00010553718,0.00003115305,0.000104173574,0.000032697193,0.00006782827,0.00006870591,0.0002724274,0.0000016475606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005146505,0.000012206624,0.000374227,0.00007950554,0.00003445513,0.000006132793,0.0001684233,0.98797613,0.008855354,0.000050997554,0.0000897313,0.0023013798],"study_design_scores_gemma":[0.00031838464,0.0001137112,0.0004723758,0.00006529726,0.00001295747,0.0000038515445,0.0000075639773,0.9947807,0.0015525958,0.000016363125,0.0025218122,0.00013438979],"about_ca_topic_score_codex":0.000009882572,"about_ca_topic_score_gemma":3.8696965e-7,"teacher_disagreement_score":0.8051089,"about_ca_system_score_codex":0.000010135167,"about_ca_system_score_gemma":0.0000038889652,"threshold_uncertainty_score":0.43036816},"labels":[],"label_agreement":null},{"id":"W3048275956","doi":"10.1515/ijb-2018-0109","title":"Shrinkage estimation applied to a semi-nonparametric regression model","year":2020,"lang":"en","type":"article","venue":"The International Journal of Biostatistics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Brock University; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shrinkage; Estimation; Nonparametric statistics; Econometrics; Statistics; Nonparametric regression; Regression; Regression analysis; Mathematics; Economics","score_opus":0.014250118074654506,"score_gpt":0.24418294687060674,"score_spread":0.22993282879595223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3048275956","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02194006,0.000055756766,0.9749674,0.0015796124,0.0004497689,0.00005478113,0.00005539776,0.000048896563,0.00084829127],"genre_scores_gemma":[0.93550795,0.00005053105,0.06379074,0.00042908438,0.00017967973,0.000001237521,0.0000067588435,0.000017195223,0.000016815466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991612,0.0000061316564,0.00029820265,0.000054533106,0.00038916513,0.000090806556],"domain_scores_gemma":[0.9995153,0.00011284212,0.00007370313,0.000071159644,0.00012345701,0.00010351575],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000143052,0.00009301862,0.00011929254,0.00010902403,0.000020334744,0.00004700495,0.00038440773,0.00002863649,0.00001196748],"category_scores_gemma":[0.00022622642,0.00006618096,0.00003718663,0.0001693187,0.000010980433,0.000051986186,0.00003908646,0.0001893728,0.000031402164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036481208,0.0000067491064,0.000004574818,0.000009883416,0.000049718277,0.000013229847,0.00043518122,0.9625428,0.0047251163,0.0017418532,0.01056688,0.019867547],"study_design_scores_gemma":[0.00021262102,0.000031228337,0.00016107991,0.000036099827,0.000016358792,0.00002401875,0.000032503314,0.9943076,0.0028442235,0.00096066605,0.0012933516,0.00008029053],"about_ca_topic_score_codex":7.0918287e-7,"about_ca_topic_score_gemma":2.1325074e-7,"teacher_disagreement_score":0.9135679,"about_ca_system_score_codex":0.00006832973,"about_ca_system_score_gemma":0.000022742557,"threshold_uncertainty_score":0.26987815},"labels":[],"label_agreement":null},{"id":"W3048979558","doi":"10.1002/essoar.10503795.1","title":"Assessing the Hazard from Aging dams in the U.S.A.","year":2020,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Global Risk Institute in Financial Services","keywords":"Preprint; Hazard; World Wide Web; Library science; Computer science; Chemistry","score_opus":0.030798187832740336,"score_gpt":0.27809365171252487,"score_spread":0.24729546387978454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3048979558","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38033453,0.0046821753,0.4097785,0.017317308,0.0069177663,0.001104445,0.00009972435,0.0036293548,0.17613621],"genre_scores_gemma":[0.996703,0.00010330857,0.0021884867,0.00034622094,0.000471629,0.00003822079,0.00006035314,0.000052918316,0.00003580916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989371,0.000061477935,0.00027365758,0.00025513917,0.00022619973,0.00024646713],"domain_scores_gemma":[0.999039,0.00026638375,0.000024518004,0.0006234504,0.000009599891,0.000037058297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034337764,0.00026760044,0.0002507145,0.000042355354,0.000050395243,0.00043687492,0.0007824631,0.00015004777,0.000043754822],"category_scores_gemma":[0.000039998202,0.00015762866,0.0001088285,0.00014969736,0.000019905867,0.00008200557,0.0002622238,0.0014357709,0.000050415358],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[8.202464e-7,0.000009462816,0.0006485817,0.000141984,0.00010559958,0.000045101482,0.0034076825,0.9766231,0.0003785612,0.000595451,0.0059599853,0.01208363],"study_design_scores_gemma":[0.00017556439,0.0000034139682,0.0409635,0.00030527063,0.000051032875,0.0000039032884,0.0014039379,0.93177,0.0002606082,0.0035010653,0.021025503,0.0005361536],"about_ca_topic_score_codex":0.00021910423,"about_ca_topic_score_gemma":0.00005675393,"teacher_disagreement_score":0.61636853,"about_ca_system_score_codex":0.000060765375,"about_ca_system_score_gemma":0.000025869096,"threshold_uncertainty_score":0.64279103},"labels":[],"label_agreement":null},{"id":"W3049601221","doi":"10.1520/gtj20190181","title":"On Preferred Saturation Methods for Geotechnical Flow Tests","year":2020,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Mitacs","keywords":"Geotechnical engineering; Geology; Saturation (graph theory); Flow (mathematics); Mathematics","score_opus":0.06389963526272972,"score_gpt":0.31748341221853643,"score_spread":0.2535837769558067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3049601221","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005118604,0.00016489164,0.9907582,0.0009860859,0.00042619265,0.00025348895,0.0000113183705,0.0018065503,0.00047469043],"genre_scores_gemma":[0.5112215,0.000015647303,0.48774418,0.00025022053,0.00064719864,0.000028041773,0.0000084362055,0.0000734085,0.000011370999],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984894,0.000056618188,0.0005268428,0.0002532831,0.00021281959,0.00046105438],"domain_scores_gemma":[0.9980357,0.0012247664,0.00006825899,0.00021442653,0.00010572011,0.00035111673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079447846,0.00025950558,0.00032526124,0.00007995825,0.00016588888,0.00010613152,0.0003210504,0.0002538591,0.000015047014],"category_scores_gemma":[0.0064596497,0.00023703571,0.00016755235,0.00036821255,0.000037605732,0.00012301897,0.000045693592,0.0012264982,0.000021321206],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000027918048,0.000016899128,0.000002628261,0.000043048807,0.000023698694,0.0000079240535,0.00001985265,0.83385193,0.013509808,0.00021594536,0.003041303,0.14923905],"study_design_scores_gemma":[0.0004863849,0.00037991445,0.00040082564,0.00010850979,0.000029576486,0.00016136559,0.0000030440658,0.98302954,0.0012043328,0.0026856067,0.011214953,0.00029592187],"about_ca_topic_score_codex":3.636836e-7,"about_ca_topic_score_gemma":6.50394e-8,"teacher_disagreement_score":0.5061029,"about_ca_system_score_codex":0.00009759811,"about_ca_system_score_gemma":0.00003482078,"threshold_uncertainty_score":0.9666036},"labels":[],"label_agreement":null},{"id":"W3083490622","doi":"","title":"Investigation of the vertical uplift capacity of deep water mudmats in clay (vol 49, pg 853, 2012)","year":2012,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Clay minerals; Geochemistry","score_opus":0.012664876061112803,"score_gpt":0.18105944960418272,"score_spread":0.16839457354306991,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083490622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946963,0.00021045576,0.0036780299,0.00034729042,0.00062886823,0.00008769629,0.0000091773645,0.000028632827,0.00031352628],"genre_scores_gemma":[0.99952793,0.000013087636,0.00024706023,0.00005945838,0.000120784454,0.0000027301553,0.000001701911,0.000019063864,0.000008174501],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99886644,0.000039620354,0.00038620803,0.000063046566,0.0001715486,0.00047316222],"domain_scores_gemma":[0.999203,0.000032882468,0.000020431478,0.00020559164,0.000050986324,0.00048706756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004626238,0.000113520524,0.00018835903,0.00015307567,0.000040460847,0.0000092480805,0.0002337233,0.00018684822,0.000072096074],"category_scores_gemma":[0.000110592584,0.00007942953,0.00008667317,0.00016408048,0.00009758782,0.00015713352,0.000020915719,0.00063549186,0.000013655941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024840303,0.000060449594,0.04148488,0.00031273495,0.00016132623,0.000028600287,0.0026158816,0.703541,0.23667373,0.0025215559,0.0076380963,0.004936908],"study_design_scores_gemma":[0.001301457,0.000092432645,0.57163376,0.0004969309,0.00010466357,0.00046251682,0.000096761716,0.17832133,0.2247743,0.0024411299,0.019392619,0.0008821226],"about_ca_topic_score_codex":0.0011480224,"about_ca_topic_score_gemma":0.0019441557,"teacher_disagreement_score":0.53014886,"about_ca_system_score_codex":0.00022667805,"about_ca_system_score_gemma":0.000058778376,"threshold_uncertainty_score":0.32390422},"labels":[],"label_agreement":null},{"id":"W3085620311","doi":"10.1139/cgj-2019-0854","title":"A physics-based approach for predicting time-dependent progression length of backward erosion piping","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Division of Civil, Mechanical and Manufacturing Innovation; National Science Foundation","keywords":"Piping; Permeability (electromagnetism); Tortuosity; Flume; Amplification factor; Geotechnical engineering; Mechanics; Mathematics; Structural engineering; Porosity; Engineering; Physics; Mechanical engineering; Flow (mathematics)","score_opus":0.014748776103234313,"score_gpt":0.21102484160366006,"score_spread":0.19627606550042576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3085620311","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008159187,0.00019659953,0.99021524,0.00036606487,0.0001478562,0.00031502848,0.0000683235,0.0002693195,0.0002623965],"genre_scores_gemma":[0.9843855,0.000011334794,0.015022838,0.00008867378,0.00039162085,0.000016259046,0.000022215956,0.000054974633,0.0000065678005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99887717,0.000017935054,0.00033520488,0.00015631437,0.00020924599,0.00040410543],"domain_scores_gemma":[0.9990432,0.000044232296,0.00005697603,0.00013079446,0.00006508333,0.0006596605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026943564,0.00016083379,0.0002473787,0.00007953993,0.00010917533,0.000037800735,0.00023798054,0.00014770159,0.000013968952],"category_scores_gemma":[0.000107398926,0.00015498511,0.00014096951,0.00016823765,0.000025571035,0.00008346246,0.000016178305,0.00052652287,0.000004797233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001688498,0.000011475969,0.000056916677,0.00013913547,0.0000250934,0.000007078269,0.00005042432,0.9741449,0.010701586,0.000017047341,0.0010094009,0.013820057],"study_design_scores_gemma":[0.0004924003,0.00012020953,0.00008341695,0.0001414935,0.000024734254,0.000017470296,0.000016616956,0.99341226,0.003484821,0.000021141313,0.0020150403,0.00017042534],"about_ca_topic_score_codex":0.00007412372,"about_ca_topic_score_gemma":0.000011056887,"teacher_disagreement_score":0.97622633,"about_ca_system_score_codex":0.00018111645,"about_ca_system_score_gemma":0.00016578469,"threshold_uncertainty_score":0.63201094},"labels":[],"label_agreement":null},{"id":"W3087078861","doi":"10.1139/cjce-2020-0089","title":"An elicitation process to quantify Bayesian networks for dam failure analysis","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Bayesian network; Reliability (semiconductor); Computer science; Conditional probability; Process (computing); Probabilistic logic; Expert elicitation; Reliability engineering; Bayesian probability; Data mining; Risk analysis (engineering); Operations research; Engineering; Machine learning; Artificial intelligence; Statistics; Mathematics","score_opus":0.008315999573535135,"score_gpt":0.21350737760395422,"score_spread":0.2051913780304191,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3087078861","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02512487,0.00026781345,0.97349906,0.0003872096,0.00036219676,0.00013020592,0.000030408082,0.00011226389,0.000085942935],"genre_scores_gemma":[0.994784,0.000005353,0.0045065787,0.00010200622,0.0005002426,0.000009434325,0.000019527704,0.000070325244,0.0000025228917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99888843,0.0000074241693,0.00040522916,0.00014130387,0.00013244855,0.00042517867],"domain_scores_gemma":[0.99825764,0.000045009037,0.000045793535,0.00014449393,0.00015896953,0.0013481226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019701415,0.00020721876,0.00036700754,0.0005859378,0.000052258558,0.00009739631,0.00029979448,0.000101883605,0.00003580451],"category_scores_gemma":[0.00013534704,0.00023267961,0.00017159851,0.0011047964,0.0000065958857,0.000267394,0.0000027222231,0.00026599137,0.0000019489278],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004766075,0.000001855958,0.00045982123,0.000086870066,0.00024578578,0.000016245393,0.00086946285,0.9963109,0.0004857533,0.000101291116,0.00083557586,0.0005817106],"study_design_scores_gemma":[0.00018977013,0.00010530133,0.0020030723,0.0000496897,0.00017135117,0.000009438109,0.00012849398,0.99022263,0.00014651495,0.000009858707,0.00669184,0.00027203857],"about_ca_topic_score_codex":0.000045724206,"about_ca_topic_score_gemma":0.014423744,"teacher_disagreement_score":0.96965915,"about_ca_system_score_codex":0.00010472631,"about_ca_system_score_gemma":0.00010567583,"threshold_uncertainty_score":0.9488399},"labels":[],"label_agreement":null},{"id":"W3094721641","doi":"10.1139/cgj-2020-0099","title":"A coupled CFD–DEM investigation of internal erosion considering suspension flow","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Clogging; Suspension (topology); CFD-DEM; Internal erosion; Drag; Geotechnical engineering; Particle (ecology); Materials science; Erosion; Discrete element method; Computational fluid dynamics; Soil water; Porous medium; Fluid dynamics; Flow (mathematics); Mechanics; Porosity; Environmental science; Geology; Soil science","score_opus":0.015953180639605793,"score_gpt":0.19148535562599361,"score_spread":0.17553217498638782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094721641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77048796,0.0005050525,0.22474675,0.0025534614,0.0008394907,0.00018398729,0.000028953704,0.00038478497,0.00026952676],"genre_scores_gemma":[0.99666595,0.000054534652,0.0026846267,0.00036450848,0.00018780936,0.0000013855351,0.0000049594623,0.00003148795,0.0000047526305],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999001,0.00001927784,0.00038770953,0.000114966875,0.00017694027,0.00030005467],"domain_scores_gemma":[0.9987945,0.000040348215,0.000044471213,0.000114121714,0.000065409426,0.0009411294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019776617,0.00014049363,0.00022154888,0.0001348499,0.00006390852,0.000038607006,0.00018245321,0.00014058639,0.00009042514],"category_scores_gemma":[0.00016435172,0.0001444329,0.000086583095,0.0001981133,0.00004728601,0.00011012946,0.000022223261,0.00064955646,0.000020772284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011098122,0.0000018512566,0.00038953387,0.000047524492,0.000029027871,0.00012479759,0.00019144984,0.91468,0.078515,0.00007877752,0.0040357467,0.0018951951],"study_design_scores_gemma":[0.00034891538,0.00006330993,0.0023251337,0.00016747558,0.000016347418,0.0002195943,0.000029514085,0.9874162,0.0047916514,0.000159301,0.004277752,0.00018477741],"about_ca_topic_score_codex":0.00073303265,"about_ca_topic_score_gemma":0.0005828353,"teacher_disagreement_score":0.22617795,"about_ca_system_score_codex":0.00018193037,"about_ca_system_score_gemma":0.00015037358,"threshold_uncertainty_score":0.58898026},"labels":[],"label_agreement":null},{"id":"W3095065660","doi":"10.1139/cgj-2020-0146","title":"Discussion of “Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion”","year":2020,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Internal erosion; Geotechnical engineering; Shearing (physics); Soil water; Particle-size distribution; Geology; Homogeneity (statistics); Erosion; Particle size; Environmental science; Soil science; Geomorphology; Mathematics","score_opus":0.009118733314582832,"score_gpt":0.2038262684724447,"score_spread":0.19470753515786188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095065660","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.975306,0.000025835005,0.0237691,0.0005743948,0.00007607387,0.000067559246,0.000120436554,0.00003749505,0.000023157407],"genre_scores_gemma":[0.9996463,0.00001603468,0.00022749687,0.000043884593,0.00004313643,0.0000015009144,0.000003182448,0.000014250692,0.0000042045644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989742,0.000020833595,0.0004467451,0.00010152214,0.00020005522,0.00025662268],"domain_scores_gemma":[0.9990114,0.000045931512,0.00005809367,0.00014766092,0.000083065985,0.0006538718],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017706436,0.00010865004,0.00024172412,0.000044973352,0.000032330943,0.000009087777,0.00023134529,0.00008737482,0.000021303107],"category_scores_gemma":[0.00045535766,0.00008681634,0.00009383886,0.00029902445,0.00003688278,0.000059482038,0.000027386766,0.00035048558,0.0000036900922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003879285,0.000012003331,0.0012502973,0.000049869315,0.000018444924,0.000011667499,0.00008507293,0.7917607,0.20424844,0.00012453442,0.0002626432,0.0021375695],"study_design_scores_gemma":[0.0007045455,0.000615886,0.524704,0.0009350197,0.000043670145,0.000055655306,0.000055966706,0.14514539,0.3263853,0.000085843196,0.0009125824,0.00035620393],"about_ca_topic_score_codex":0.0010668682,"about_ca_topic_score_gemma":0.00026964533,"teacher_disagreement_score":0.64661527,"about_ca_system_score_codex":0.00013889892,"about_ca_system_score_gemma":0.0000834606,"threshold_uncertainty_score":0.35402676},"labels":[],"label_agreement":null},{"id":"W3095530138","doi":"10.2166/hydro.2020.056","title":"A one-dimensional semi-implicit finite volume modeling of non-inertia wave through rockfill dams","year":2020,"lang":"en","type":"article","venue":"Journal of Hydroinformatics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Regina","funders":"","keywords":"Inertia; Nonlinear system; Boundary (topology); Boundary value problem; Flow (mathematics); Mathematics; Stability (learning theory); Drag; Mechanics; Geotechnical engineering; Geology; Mathematical analysis; Geometry; Computer science; Physics; Classical mechanics","score_opus":0.01915598450957221,"score_gpt":0.21144726126491573,"score_spread":0.19229127675534352,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095530138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5495759,0.0002761606,0.44431764,0.00027958292,0.00039656294,0.00011508611,0.000040911076,0.000105946376,0.0048922016],"genre_scores_gemma":[0.97506917,0.00008750547,0.024430336,0.00017809744,0.00017527072,6.9809136e-7,0.000008074924,0.000034722903,0.000016149736],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981129,0.0000062547624,0.0011491047,0.00005408645,0.00042466607,0.00025294293],"domain_scores_gemma":[0.9992707,0.00005671729,0.00022699813,0.00016289543,0.00011332924,0.00016940982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001683674,0.00018924984,0.00048035363,0.00008953618,0.00003208249,0.000022286507,0.00020567953,0.00009261916,0.000027418426],"category_scores_gemma":[0.000090368936,0.00017940288,0.0001937458,0.00020846241,0.0000141324335,0.0005656399,0.000053043666,0.000441891,0.000027393393],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019005007,0.00001549392,0.000012124402,0.00028538154,0.00012071665,0.000008258416,0.001976026,0.99372447,0.0020552704,0.000018953597,0.0014464392,0.00031786438],"study_design_scores_gemma":[0.00051789294,0.00014158757,0.00003294542,0.00020731958,0.000058735004,0.00007275384,0.00012133048,0.99640393,0.001063758,0.00009730662,0.0010950434,0.00018739467],"about_ca_topic_score_codex":0.0000031504346,"about_ca_topic_score_gemma":3.8443324e-7,"teacher_disagreement_score":0.42549324,"about_ca_system_score_codex":0.000050248036,"about_ca_system_score_gemma":0.000044364493,"threshold_uncertainty_score":0.7315837},"labels":[],"label_agreement":null},{"id":"W3099303635","doi":"10.1680/jdare.20.00018","title":"UK participation at ICOLD 2019, Ottawa, Canada","year":2020,"lang":"en","type":"article","venue":"Dams and Reservoirs","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Postponement; Commission; Annual report; Political science; General assembly; New delhi; Public administration; Engineering; Library science; Business; Geography; Accounting; Operations management; Law; Computer science; Archaeology","score_opus":0.008986555072329932,"score_gpt":0.19630392419970588,"score_spread":0.18731736912737595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3099303635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98935443,0.0009455882,0.00067588466,0.002213102,0.000363369,0.00009407878,0.000067825415,0.00018959446,0.0060961274],"genre_scores_gemma":[0.9990382,0.00008469968,0.000109444816,0.00014055397,0.000089215406,0.0000065514546,0.00003060414,0.000016342421,0.00048438387],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994979,0.0000054701786,0.00011334307,0.00010211971,0.00010484999,0.00017630745],"domain_scores_gemma":[0.99969685,0.000018578145,0.000008363343,0.0000979582,0.000010070825,0.00016817331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000036096357,0.000086297114,0.000097513155,0.000011072079,0.000049917082,0.000015105952,0.00006315092,0.000036614896,0.00007220315],"category_scores_gemma":[0.000018544531,0.00007876792,0.000015549202,0.000079326055,0.000009386269,0.00003525669,0.000030694824,0.00008248687,0.000014128395],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015109859,0.0000066425655,0.0067514055,0.00021046698,0.00006537308,0.000037265665,0.0005852485,0.4024788,0.0035005978,0.00044592613,0.5837742,0.0021289263],"study_design_scores_gemma":[0.00043368366,0.000042943368,0.043608777,0.0000255027,0.00001774036,0.0000028355348,0.000065195294,0.26551738,0.0024529973,0.000022694976,0.68746454,0.00034572466],"about_ca_topic_score_codex":0.018610543,"about_ca_topic_score_gemma":0.079247124,"teacher_disagreement_score":0.13696143,"about_ca_system_score_codex":0.000044980563,"about_ca_system_score_gemma":0.000016469221,"threshold_uncertainty_score":0.98792464},"labels":[],"label_agreement":null},{"id":"W3110407675","doi":"10.1177/8755293020970983","title":"Anil KChopra, Earthquake Engineering For Concrete Dams: Analysis, Design, and Evaluation, 2020. Wiley‐Blackwell: Hoboken, NJ, 2020; 320 pp., 135.00 USD. ISBN 9781119056034.","year":2020,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Earthquake engineering; Seismic analysis; Engineering; Civil engineering; Forensic engineering; Geology; Geotechnical engineering; Seismology","score_opus":0.014490668532858688,"score_gpt":0.2287890243376621,"score_spread":0.21429835580480341,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110407675","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34665665,0.0515655,0.59118056,0.0015058586,0.0012902544,0.0031650045,0.00040085876,0.0028758754,0.0013594266],"genre_scores_gemma":[0.965352,0.0067739515,0.025685433,0.00024007708,0.0011165773,0.0001970436,0.00027437558,0.00024412255,0.00011643132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9965241,0.000113496484,0.0008414216,0.00093092234,0.0006017263,0.0009883525],"domain_scores_gemma":[0.99797857,0.00041178265,0.000110879046,0.0006598323,0.00019854037,0.0006403732],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0010338965,0.0007585453,0.0009529369,0.00020487585,0.00018171174,0.00025700236,0.00039258006,0.00027935923,0.0006086555],"category_scores_gemma":[0.00034812148,0.0008578414,0.00040938315,0.0015398042,0.0000725027,0.00039794558,0.00006664478,0.00062141474,0.00016718225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007463492,0.000011846302,0.00029706556,0.0002570803,0.0012580983,0.000042494696,0.0007991958,0.9450263,0.0052567674,0.00022762547,0.04008098,0.0066679614],"study_design_scores_gemma":[0.0017365807,0.0002716773,0.011797879,0.00006844091,0.0008461962,0.000024198449,0.00007892768,0.9108002,0.0025335448,0.000075014716,0.070663355,0.0011039485],"about_ca_topic_score_codex":0.000017107406,"about_ca_topic_score_gemma":0.000020133537,"teacher_disagreement_score":0.6186953,"about_ca_system_score_codex":0.00010890196,"about_ca_system_score_gemma":0.00009814858,"threshold_uncertainty_score":0.9993872},"labels":[],"label_agreement":null},{"id":"W3125769826","doi":"10.1201/9781315140728-26","title":"Influence of uncertainty in the stability analysis of a dam foundation","year":2017,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Foundation (evidence); Stability (learning theory); Geotechnical engineering; Environmental science; Engineering; Computer science; Geography; Archaeology; Machine learning","score_opus":0.0175215726334226,"score_gpt":0.2331199068417738,"score_spread":0.2155983342083512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3125769826","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21568403,0.00011798598,0.0024315298,0.000022058313,0.00008319476,0.00029629172,0.00011964788,0.00009204545,0.7811532],"genre_scores_gemma":[0.99710584,0.0000738288,0.00006305774,0.000003138652,0.000008763194,0.0000038497756,0.000049481652,0.000011799946,0.0026802574],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99927557,0.000007220861,0.00034406994,0.00011376723,0.00017700686,0.00008237762],"domain_scores_gemma":[0.9990349,0.00010838798,0.00008779707,0.000691825,0.00006250804,0.00001457242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036068258,0.00013751327,0.0003881473,0.00019318234,0.000012573797,0.000008420571,0.00028536184,0.000115871415,0.0001061332],"category_scores_gemma":[0.000047406993,0.000102736434,0.00014069014,0.000055499346,0.00005979865,0.00005340055,0.000020199073,0.0001661967,0.0000031081322],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000033591814,0.000004852493,0.0002111913,0.0001250914,0.00029744452,5.304494e-7,0.00025125494,0.9847025,0.00007376897,0.01297843,0.000011611302,0.0013399122],"study_design_scores_gemma":[0.000571285,0.00009852931,0.20755053,0.00050348026,0.0023485918,0.0000014338516,0.00010267656,0.75203264,0.00029481386,0.008381758,0.027046949,0.0010673215],"about_ca_topic_score_codex":0.00024441906,"about_ca_topic_score_gemma":0.0007524764,"teacher_disagreement_score":0.7814218,"about_ca_system_score_codex":0.000048575,"about_ca_system_score_gemma":0.00001750532,"threshold_uncertainty_score":0.418947},"labels":[],"label_agreement":null},{"id":"W3131050527","doi":"10.1007/s10035-020-01076-0","title":"Solid–fluid sequentially coupled simulation of internal erosion of soils due to seepage","year":2021,"lang":"en","type":"article","venue":"Granular Matter","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Internal erosion; Soil water; Erosion; Environmental science; Geotechnical engineering; Materials science; Mechanics; Soil science; Geology; Physics; Geomorphology","score_opus":0.007650938868342704,"score_gpt":0.23317856413843174,"score_spread":0.22552762527008904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3131050527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6527028,0.00006461722,0.34639648,0.000041685904,0.00025320915,0.000059802824,0.00001966078,0.00005592652,0.00040582023],"genre_scores_gemma":[0.9985251,0.0000045928723,0.0011814544,0.000081087455,0.000041788648,0.0000033025078,0.000022282,0.000029125371,0.00011129401],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992976,0.000013959895,0.00028438412,0.00011070724,0.00015094437,0.00014237958],"domain_scores_gemma":[0.999601,0.00002906881,0.000023706676,0.00022514041,0.00007230588,0.000048763974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000085233325,0.00010645191,0.00021676965,0.000071197996,0.000011118093,0.00001053497,0.00008487957,0.00005609369,0.00025560582],"category_scores_gemma":[0.000015313277,0.00011355493,0.0000833645,0.00011598869,0.00001177234,0.000054122844,0.000027914712,0.00007299346,0.00007408056],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000075443863,0.0000131795205,0.00032824304,0.000109353736,0.000017495147,0.000012057543,0.00017765605,0.56962126,0.4292446,0.000014835479,0.00027936682,0.00017439757],"study_design_scores_gemma":[0.0004641218,0.000026819695,0.019759431,0.0003008071,0.000035643898,0.000016300004,0.000016623242,0.6329891,0.34544104,0.00010715746,0.0006318969,0.0002110626],"about_ca_topic_score_codex":0.000012225224,"about_ca_topic_score_gemma":0.0000040440923,"teacher_disagreement_score":0.34582227,"about_ca_system_score_codex":0.000025169318,"about_ca_system_score_gemma":0.00000941601,"threshold_uncertainty_score":0.4630636},"labels":[],"label_agreement":null},{"id":"W3139461400","doi":"10.3390/w13060855","title":"Accounting for Uncertainties in the Safety Assessment of Concrete Gravity Dams: A Probabilistic Approach with Sample Optimization","year":2021,"lang":"en","type":"article","venue":"Water","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Probabilistic logic; Variance (accounting); Computer science; Sensitivity (control systems); Stability (learning theory); Reliability engineering; Sample (material); Gravity dam; Probabilistic method; Risk analysis (engineering); Engineering; Machine learning; Artificial intelligence; Finite element method; Structural engineering","score_opus":0.011043131545028737,"score_gpt":0.2256194385826544,"score_spread":0.21457630703762567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3139461400","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09258622,0.000023994657,0.9050814,0.00008238248,0.00007526164,0.00034288794,0.000044524342,0.000066711385,0.0016965983],"genre_scores_gemma":[0.9139875,0.000004099375,0.085671775,0.000013062769,0.000023026125,0.00006983969,0.00019650935,0.00001549148,0.00001868851],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994534,0.000024808496,0.00016001091,0.00010430172,0.00009869463,0.00015874287],"domain_scores_gemma":[0.9996703,0.000097431446,0.000012451327,0.0001597315,0.000049333234,0.000010728273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033230774,0.00008698579,0.00013745906,0.000024282652,0.00003339892,0.000028381432,0.000076945646,0.00003189538,0.000006925226],"category_scores_gemma":[0.00003139875,0.00005096789,0.000027286529,0.00007130709,0.00001893363,0.00006416654,0.000013836935,0.00009051497,1.6084985e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000074216246,0.0000060709085,0.00053719233,0.0002526476,0.00001873122,6.144989e-7,0.00067272724,0.9968246,0.00035683258,0.0012022449,0.00002152756,0.00009935952],"study_design_scores_gemma":[0.00037555816,0.000023196439,0.0012984013,0.00003704075,0.000020169147,0.00000388094,0.00039445152,0.9956894,0.00070211414,0.00015592891,0.0011865316,0.00011332946],"about_ca_topic_score_codex":0.000026439551,"about_ca_topic_score_gemma":0.000008453476,"teacher_disagreement_score":0.8214013,"about_ca_system_score_codex":0.00003944674,"about_ca_system_score_gemma":0.000015679472,"threshold_uncertainty_score":0.20784102},"labels":[],"label_agreement":null},{"id":"W3154994075","doi":"10.3390/app11083699","title":"Non-Deterministic Methods and Surrogates in the Design of Rockfill Dams","year":2021,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Particle swarm optimization; Mathematical optimization; Computer science; Process (computing); Differential evolution; Representation (politics); Algorithm; Mathematics","score_opus":0.027353659620664175,"score_gpt":0.2975756385480201,"score_spread":0.27022197892735594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3154994075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.52769905,0.0010769449,0.42394453,0.00011467829,0.00036752585,0.00029501505,0.0000053773383,0.00012499411,0.04637189],"genre_scores_gemma":[0.95914364,0.000038944167,0.0407724,0.000013080952,0.000009229587,0.0000106398165,4.5451682e-7,0.0000038101552,0.000007776179],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99954605,0.000021939033,0.000109455985,0.00010656417,0.000091438764,0.00012454194],"domain_scores_gemma":[0.9995057,0.00036313373,0.000009791996,0.000097886936,0.000006457359,0.00001705145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007946038,0.00006171422,0.00010308824,0.000036336034,0.00003802656,0.00002478365,0.00014720262,0.000022178658,0.0000045519614],"category_scores_gemma":[0.000028806317,0.000043241664,0.0000104085975,0.00032791347,0.00008539094,0.000029565985,0.000019407526,0.000058108966,0.0000015126282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004448646,0.000034638757,0.00074206473,0.00016014925,0.00001916541,0.000014491311,0.0047880826,0.7036481,0.24138096,0.009319943,0.00017499608,0.039712984],"study_design_scores_gemma":[0.0003948073,0.00007248135,0.020145783,0.000060190632,0.000022784416,0.0000367247,0.0034049174,0.82254773,0.14576316,0.006244102,0.00091484765,0.00039245075],"about_ca_topic_score_codex":0.0000032266446,"about_ca_topic_score_gemma":0.0000032537341,"teacher_disagreement_score":0.43144464,"about_ca_system_score_codex":0.000003953671,"about_ca_system_score_gemma":0.000015298941,"threshold_uncertainty_score":0.17633438},"labels":[],"label_agreement":null},{"id":"W3158388609","doi":"10.1061/(asce)nh.1527-6996.0000487","title":"Discussion of “New Empirical Model for Breaching of Earth-Rock Dams” by Qiming Zhong, Shengshui Chen, Zhongzhi Fu, and Yibo Shan","year":2021,"lang":"en","type":"article","venue":"Natural Hazards Review","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Chen; Geology; Forensic engineering; Engineering; Geotechnical engineering; Paleontology","score_opus":0.018827316465016453,"score_gpt":0.2950238160325547,"score_spread":0.2761964995675382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158388609","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.035856806,0.8643076,0.09611035,0.0013565599,0.00055932417,0.00075803325,0.0002581016,0.0002874222,0.0005058374],"genre_scores_gemma":[0.93016696,0.051982626,0.015338167,0.00017496657,0.00011336002,0.00001974969,0.00017198702,0.0000842486,0.0019479375],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867713,0.000027389879,0.0005275393,0.00025866204,0.00024038815,0.00026885746],"domain_scores_gemma":[0.9993631,0.000070535854,0.00007228423,0.00027737173,0.00008627759,0.00013041584],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025808136,0.00024720488,0.00067632564,0.000044133332,0.000039931332,0.000014857315,0.00014922219,0.000119324104,0.000017766548],"category_scores_gemma":[0.00019812654,0.0001783334,0.00021878822,0.00021032414,0.000014766024,0.00015625727,0.000076159464,0.00033228452,0.0000017206858],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002194085,0.00006269884,0.00012132767,0.03422817,0.00018962403,0.0000071436234,0.0007279215,0.020832455,0.03165238,0.00017015735,0.026098136,0.88588804],"study_design_scores_gemma":[0.0005573716,0.000036385813,0.00030272917,0.0071789618,0.00017742682,0.000035661233,0.000021218959,0.9314248,0.0066836667,0.00007780767,0.053064488,0.00043947046],"about_ca_topic_score_codex":0.0000038502085,"about_ca_topic_score_gemma":0.000005137146,"teacher_disagreement_score":0.9105924,"about_ca_system_score_codex":0.0000240561,"about_ca_system_score_gemma":0.00005228864,"threshold_uncertainty_score":0.7272225},"labels":[],"label_agreement":null},{"id":"W3164094184","doi":"10.1520/gtj20190218","title":"Internal Erosion of a 0–5 mm Crushed Sand in a Rigid Wall-Permeameter: Experimental Methods and Results","year":2021,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Permeameter; Internal erosion; Piezometer; Geotechnical engineering; TRACER; Erosion; Geology; Volume (thermodynamics); Porosity; Materials science; Groundwater; Aquifer; Soil science; Soil water; Geomorphology","score_opus":0.03042720461801098,"score_gpt":0.30849515561391605,"score_spread":0.2780679509959051,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3164094184","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92717206,0.0019325188,0.068813086,0.00008369111,0.00026651635,0.00006289117,0.000006982336,0.00018478102,0.001477473],"genre_scores_gemma":[0.84682196,0.00008257175,0.15298323,0.000012146783,0.000058438633,0.0000028420077,0.0000014111389,0.000021991416,0.00001539807],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99859923,0.000088784815,0.00068514154,0.0001822412,0.00017031265,0.00027431158],"domain_scores_gemma":[0.99919385,0.00037443283,0.000073841315,0.00016869983,0.00005531371,0.00013384425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009536064,0.00015813587,0.00030382792,0.0001241898,0.00004319978,0.00004783176,0.00013362894,0.000116893534,0.00001238617],"category_scores_gemma":[0.0012407749,0.00014918944,0.000070786315,0.0002713169,0.00006493032,0.00009156399,0.000074380725,0.0006905816,0.0000010391567],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005959129,0.00010953281,0.00046925983,0.00004598184,0.00002909383,0.0001939778,0.00032289146,0.0742133,0.88460684,0.00004124622,0.00016560542,0.039742686],"study_design_scores_gemma":[0.003720173,0.00041698085,0.024643505,0.0026697277,0.000037001413,0.004732088,0.00015823546,0.60104394,0.35997185,0.0010374518,0.00095300755,0.0006160366],"about_ca_topic_score_codex":0.000012957665,"about_ca_topic_score_gemma":7.9288446e-7,"teacher_disagreement_score":0.5268307,"about_ca_system_score_codex":0.00009167683,"about_ca_system_score_gemma":0.000030165289,"threshold_uncertainty_score":0.60837686},"labels":[],"label_agreement":null},{"id":"W3165367755","doi":"10.11159/iccste21.139","title":"Dynamic Stability of Large Embankment Dams and a Case Study","year":2021,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Geology; Foundation (evidence); Slumping; Geotechnical engineering; Settlement (finance); Embankment dam; Active fault; Induced seismicity; Fault (geology); Deformation (meteorology); Seismology; Geomorphology","score_opus":0.011952280095055062,"score_gpt":0.23579836094771206,"score_spread":0.223846080852657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165367755","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908465,0.000055569504,0.00018225421,0.000056594126,0.00021346363,0.0001158721,0.000080820064,0.000045085842,0.00016566248],"genre_scores_gemma":[0.999623,0.000034321023,0.00029647586,0.000003156153,0.000008168747,0.000008109269,0.0000073062106,0.000010909414,0.000008578223],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993234,0.0000014899701,0.00025165008,0.00014259593,0.00018377072,0.000097065145],"domain_scores_gemma":[0.999693,0.000018048937,0.00004360539,0.000052528765,0.00015687282,0.00003598074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000077401004,0.00012559717,0.00015271004,0.0000480798,0.00002749105,0.000021929336,0.00009053433,0.000030566927,0.000024976307],"category_scores_gemma":[0.000016380287,0.000103410894,0.00003580124,0.00009231868,0.000018293718,0.000118456126,0.000013143034,0.000121159945,6.149632e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013448451,0.00029214832,0.18535806,0.0034820696,0.0011729529,0.00015337516,0.025453372,0.07648421,0.6070024,0.095426746,0.000018796085,0.005021384],"study_design_scores_gemma":[0.0014088339,0.00012039457,0.3882198,0.00033474635,0.0001008945,0.00022387064,0.0072782733,0.55448216,0.04674688,0.0006351963,0.000037406528,0.0004115395],"about_ca_topic_score_codex":0.00001697288,"about_ca_topic_score_gemma":0.00010048338,"teacher_disagreement_score":0.5602555,"about_ca_system_score_codex":0.000020982217,"about_ca_system_score_gemma":0.0000082207525,"threshold_uncertainty_score":0.42169738},"labels":[],"label_agreement":null},{"id":"W3165611297","doi":"10.11159/iccste21.137","title":"Experience on Earthquake Safety of Large Embankment DamsConstructed in Turkey","year":2021,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Levee; Forensic engineering; Civil engineering; Environmental science; Geology; Engineering; Geotechnical engineering","score_opus":0.010072622202727241,"score_gpt":0.21793653549621875,"score_spread":0.20786391329349152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3165611297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99766225,0.00003091326,0.00013899739,0.00009955379,0.00039520898,0.00007988148,0.00009390233,0.00004683371,0.001452475],"genre_scores_gemma":[0.99950457,0.00007098196,0.0003305566,0.000010199298,0.000019227098,0.00000808488,0.000018639976,0.000012548404,0.000025182248],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9991082,0.000001540867,0.00033821224,0.00015637874,0.00025712833,0.00013852508],"domain_scores_gemma":[0.9996952,0.000022681168,0.00005414576,0.00006044855,0.0001316495,0.00003591964],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000053751446,0.00014848913,0.00017656187,0.00009462714,0.000020518579,0.000017683642,0.00016735106,0.00004924679,0.000061773746],"category_scores_gemma":[0.000027227523,0.00012595249,0.000051847277,0.00017486227,0.000023973991,0.00013021845,0.000009676998,0.00017408891,3.2117404e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013108442,0.000043545115,0.023218969,0.00055777264,0.00015513791,0.0000065542517,0.0042009666,0.40285376,0.23467326,0.3318328,0.000019233375,0.0023069333],"study_design_scores_gemma":[0.001063193,0.000043251675,0.60932446,0.0008989114,0.000015525407,0.0000106688685,0.0007176012,0.22601238,0.1606849,0.0006631311,0.00024119721,0.0003248143],"about_ca_topic_score_codex":0.00000942548,"about_ca_topic_score_gemma":0.000021096694,"teacher_disagreement_score":0.58610547,"about_ca_system_score_codex":0.000030056763,"about_ca_system_score_gemma":0.000012256225,"threshold_uncertainty_score":0.51361936},"labels":[],"label_agreement":null},{"id":"W3166720125","doi":"10.1002/eqe.3477","title":"Computation of amplification functions of earth dam‐flexible canyon systems by the hybrid FEM‐SBFEM technique","year":2021,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Canyon; Finite element method; Substructure; Structural engineering; Geology; Flexibility (engineering); Boundary (topology); Boundary value problem; Engineering; Geometry; Mathematics; Mathematical analysis; Geomorphology","score_opus":0.005335004881628334,"score_gpt":0.1913599345225457,"score_spread":0.18602492964091738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166720125","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5134,0.00058632484,0.48422766,0.000016328591,0.0007730341,0.00021045926,0.0002908748,0.0003304742,0.00016484171],"genre_scores_gemma":[0.9974045,0.000031364438,0.0017744014,0.0000021032165,0.000056881698,0.000030242743,0.0004447379,0.00005632822,0.0001994003],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877214,0.000026362377,0.00049475423,0.00019692979,0.0002463094,0.00026348577],"domain_scores_gemma":[0.9992417,0.00008346117,0.000086294516,0.0003718062,0.00015380351,0.00006291771],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014504418,0.00024193151,0.00031375574,0.00010373652,0.000060977145,0.00003839615,0.00016451381,0.00009191048,0.000006118444],"category_scores_gemma":[0.000043215496,0.00022561273,0.000103125734,0.00044825795,0.000037975624,0.00011895952,0.000028909968,0.0002978757,0.0000029348682],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032681407,0.0000059760077,0.00016070389,0.00031926253,0.00006980763,0.0000018343188,0.000062863,0.9620528,0.015660474,0.0024045492,0.0000936023,0.019164853],"study_design_scores_gemma":[0.00018793461,0.00003606267,0.08915462,0.00012803629,0.000035319823,0.000092813454,0.00007967071,0.90089357,0.008287922,0.000034281078,0.00079273747,0.00027700627],"about_ca_topic_score_codex":0.000070109236,"about_ca_topic_score_gemma":0.000014207861,"teacher_disagreement_score":0.48400453,"about_ca_system_score_codex":0.0000663327,"about_ca_system_score_gemma":0.000033072032,"threshold_uncertainty_score":0.9200221},"labels":[],"label_agreement":null},{"id":"W3169220139","doi":"10.5459/bnzsee.54.2.58-68","title":"Expected seismic performance of gravity dams using machine learning techniques","year":2021,"lang":"en","type":"article","venue":"Bulletin of the New Zealand Society for Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Fragility; Metamodeling; Probabilistic logic; Computer science; Limit (mathematics); Reduction (mathematics); Reliability engineering; Engineering; Mathematics; Artificial intelligence","score_opus":0.0061754441248028915,"score_gpt":0.19342483570761704,"score_spread":0.18724939158281415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169220139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9787886,0.00079913175,0.0191616,0.00015886911,0.0003869239,0.00020940762,0.000033812335,0.00038925017,0.00007237929],"genre_scores_gemma":[0.9625304,0.00026513546,0.035402786,0.0000139811455,0.0001334515,0.000009497354,0.000020648693,0.00007841534,0.0015456966],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989361,0.000013022542,0.00036904166,0.00017116674,0.00019174226,0.00031893517],"domain_scores_gemma":[0.9993805,0.00010018407,0.000073173826,0.00029690322,0.000077553654,0.00007166106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022375141,0.00022975329,0.000362519,0.000033897235,0.000072997245,0.000014741487,0.00020484265,0.00013630692,0.000026962938],"category_scores_gemma":[0.000068377805,0.00021111242,0.0004682001,0.00023951483,0.00002657191,0.000029681296,0.000068072906,0.00032849587,9.971193e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009792186,0.000017105722,0.0010719312,0.00052323844,0.00016027853,5.570304e-7,0.00044455787,0.93847454,0.054864556,0.000023018883,0.0022592929,0.0021511514],"study_design_scores_gemma":[0.0006301543,0.000061387516,0.002915478,0.00036448744,0.00007392471,0.000025383482,0.0000489768,0.6143623,0.2071117,0.000009954565,0.17404683,0.00034940976],"about_ca_topic_score_codex":0.000057275938,"about_ca_topic_score_gemma":0.0000021070864,"teacher_disagreement_score":0.3241122,"about_ca_system_score_codex":0.000044166532,"about_ca_system_score_gemma":0.000037086633,"threshold_uncertainty_score":0.86089146},"labels":[],"label_agreement":null},{"id":"W3174410045","doi":"10.11159/icgre21.lx.112","title":"Study of the Influence of Sheet Pile Location under Dams on Groundwater Flow and Pore Pressure with Network Method","year":2021,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sheet pile; Groundwater; Pile; Groundwater flow; Flow (mathematics); Geotechnical engineering; Environmental science; Geology; Petroleum engineering; Mechanics; Aquifer","score_opus":0.0041612740519742985,"score_gpt":0.18594755603606863,"score_spread":0.18178628198409433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174410045","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99909663,0.00024241595,0.00007591308,0.000025197292,0.00018625747,0.00022532094,0.000012229331,0.000030723462,0.00010530658],"genre_scores_gemma":[0.99907184,0.000041779716,0.00070354657,0.000011130542,0.000025388372,0.000012340239,0.0000023878013,0.00003263958,0.00009896101],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99912834,0.0000070593915,0.00023768198,0.0002023054,0.00024845471,0.00017617253],"domain_scores_gemma":[0.9996338,0.000049419756,0.00008037519,0.00017600924,0.0000190698,0.000041315725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000086472595,0.0002203104,0.0002620952,0.000044811837,0.00006186241,0.000021363312,0.00017910653,0.000043142278,0.0000060992284],"category_scores_gemma":[0.000009514475,0.0001415285,0.000034543726,0.00020961268,0.00006962009,0.00012385848,0.000116451214,0.00021262554,6.342843e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022792206,0.00002194517,0.0062729404,0.00028124955,0.00013313044,4.5128508e-7,0.0002725042,0.98273325,0.009623616,0.0003010287,0.000025323396,0.00031178244],"study_design_scores_gemma":[0.0011986217,0.00027499112,0.73215085,0.0011468082,0.00023806,0.00004601355,0.00084709,0.22026479,0.04301716,0.0001444684,0.00020365693,0.00046745452],"about_ca_topic_score_codex":0.0000070061405,"about_ca_topic_score_gemma":0.000015290263,"teacher_disagreement_score":0.76246846,"about_ca_system_score_codex":0.000025184696,"about_ca_system_score_gemma":0.0000031202326,"threshold_uncertainty_score":0.57713646},"labels":[],"label_agreement":null},{"id":"W3178504275","doi":"10.1680/jgeot.19.p.091","title":"Laboratory investigation of backfill erosion around rigid pipes with defective joints","year":2021,"lang":"en","type":"article","venue":"Géotechnique","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Geotechnical engineering; Internal erosion; Erosion; Infiltration (HVAC); Geology; Materials science; Levee; Composite material; Geomorphology","score_opus":0.005395452842653034,"score_gpt":0.17768198245772474,"score_spread":0.1722865296150717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3178504275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8253168,0.00020988187,0.17099102,0.000041245927,0.00012110007,0.00016260185,0.00004279188,0.0008064697,0.0023081005],"genre_scores_gemma":[0.98321486,0.00006993547,0.016537009,0.000025677306,0.000032482814,0.000026492908,0.000022415941,0.000032958884,0.00003818847],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99945414,0.000025112775,0.00014476324,0.00013303831,0.00011217114,0.0001307632],"domain_scores_gemma":[0.9995601,0.000029818355,0.000025627969,0.00022111984,0.000110455076,0.000052851825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011409909,0.00012113978,0.00015487615,0.00006550447,0.00002346527,0.000011049642,0.00005692401,0.00010786467,0.000011747685],"category_scores_gemma":[0.000024261457,0.000116469244,0.000028855473,0.00027732455,0.000037347472,0.0001060087,0.000016748128,0.00017779427,0.0000072838043],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011563847,0.000019093475,0.0023647896,0.0002601145,0.000049481587,0.000023749295,0.00037003294,0.026165765,0.967704,0.0010162243,0.0012446276,0.00077058043],"study_design_scores_gemma":[0.00015315138,0.000045333916,0.009700761,0.00019684495,0.000012888716,0.000011917819,0.000031333053,0.0024068397,0.9854752,0.00056588865,0.0012205835,0.00017929861],"about_ca_topic_score_codex":0.000011795078,"about_ca_topic_score_gemma":0.000020757589,"teacher_disagreement_score":0.15789805,"about_ca_system_score_codex":0.000062928724,"about_ca_system_score_gemma":0.000043592383,"threshold_uncertainty_score":0.4749478},"labels":[],"label_agreement":null},{"id":"W3179000769","doi":"10.1016/j.compgeo.2021.104322","title":"Random finite element analysis of backward erosion piping","year":2021,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Engineer Research and Development Center; U.S. Army Corps of Engineers","keywords":"Piping; Hydraulic conductivity; Finite element method; Random variable; Spatial variability; Permeability (electromagnetism); Spatial correlation; Hydraulic head; Random field; Geotechnical engineering; Mathematics; Soil science; Geology; Soil water; Structural engineering; Engineering; Statistics","score_opus":0.006208018359653708,"score_gpt":0.18899406628953216,"score_spread":0.18278604792987846,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3179000769","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0506427,0.0010490596,0.94773495,0.000037981878,0.00020650288,0.000038550123,0.000013394588,0.00015121735,0.00012563374],"genre_scores_gemma":[0.98917645,0.0010954431,0.00959528,0.000031871143,0.000021632868,0.0000024208484,0.00004151923,0.000011777398,0.000023600176],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99948734,0.000008213266,0.00018432921,0.000115257535,0.00008223558,0.00012259738],"domain_scores_gemma":[0.99966043,0.00006656909,0.000017388786,0.00018351995,0.00003013053,0.000041932475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010344954,0.000090616915,0.00024605938,0.0001189939,0.000024500201,0.000016135007,0.00006012739,0.000049997914,0.000010187727],"category_scores_gemma":[0.000009118675,0.00009291248,0.00009484763,0.00043693304,0.000010782086,0.000027030412,0.00005611679,0.00008476073,9.571779e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002666269,0.0000072694097,0.00006496235,0.000053462714,0.00019947953,0.000004567627,0.0000630032,0.9859501,0.0011476042,0.00010340423,0.00026188834,0.0121415695],"study_design_scores_gemma":[0.00032550484,0.000011314864,0.0013284595,0.000043378543,0.00014939575,0.000001455536,0.000011758002,0.98998094,0.001367746,0.000026050793,0.0066484073,0.000105613006],"about_ca_topic_score_codex":0.00000295564,"about_ca_topic_score_gemma":0.0000026376836,"teacher_disagreement_score":0.9385338,"about_ca_system_score_codex":0.000014323925,"about_ca_system_score_gemma":0.000005022011,"threshold_uncertainty_score":0.3788861},"labels":[],"label_agreement":null},{"id":"W3184473595","doi":"10.1139/cgj-2021-0153","title":"A customized fragment for seepage beneath a dam with a vertical wall","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Isotropy; Fragment (logic); Finite element method; Geotechnical engineering; Embedment; Geology; Permeability (electromagnetism); Flow (mathematics); Type (biology); Anisotropy; Cover (algebra); Structural engineering; Engineering; Geometry; Computer science; Mathematics; Mechanical engineering; Algorithm; Physics","score_opus":0.006621889038869589,"score_gpt":0.18816150223700295,"score_spread":0.18153961319813336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184473595","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21732727,0.0019830419,0.76774174,0.006475335,0.0011910838,0.0007089284,0.00017243963,0.000848126,0.0035520284],"genre_scores_gemma":[0.9919536,0.000072773946,0.0070559224,0.00041522068,0.00020884779,0.00003449201,0.00001730543,0.00006301944,0.00017881948],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988069,0.000015510283,0.000248171,0.00016177031,0.00016849926,0.0005991803],"domain_scores_gemma":[0.9986438,0.000061949446,0.000010245401,0.00022455546,0.000090703135,0.00096875813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019220564,0.00017432358,0.00025625117,0.00011313368,0.00011974752,0.000091346046,0.00017143374,0.00015503755,0.00010604579],"category_scores_gemma":[0.00008440829,0.00015539692,0.0001279769,0.00017702999,0.000026761432,0.000065502,0.000012278596,0.000542794,0.00001615649],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013711839,0.00006477793,0.0000793184,0.00011911066,0.00045667336,0.0028109306,0.00016922424,0.9479438,0.0029579215,0.0026236898,0.026254598,0.016382856],"study_design_scores_gemma":[0.0034233627,0.0001821454,0.0010626877,0.00021268148,0.00012919637,0.0024840687,0.00005666517,0.5359636,0.0010973967,0.00044950956,0.45428884,0.00064986397],"about_ca_topic_score_codex":0.0002596931,"about_ca_topic_score_gemma":0.0022952612,"teacher_disagreement_score":0.7746263,"about_ca_system_score_codex":0.0004664857,"about_ca_system_score_gemma":0.0004386542,"threshold_uncertainty_score":0.63369024},"labels":[],"label_agreement":null},{"id":"W3190864363","doi":"10.5267/j.esm.2021.4.0r1","title":"Retraction Note: Soil shrinkage and consolidation study on flood embankments in swamp irrigation areas","year":2021,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Shrinkage; Swamp; Geotechnical engineering; Flood myth; Irrigation; Hydrology (agriculture); Environmental science; Geology; Civil engineering; Engineering; Geography; Mathematics; Archaeology; Agronomy; Business; Accounting; Statistics","score_opus":0.008074835296042117,"score_gpt":0.22693356792141747,"score_spread":0.21885873262537536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190864363","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86397094,0.00021637445,0.13128276,0.00003494989,0.00262196,0.00036472673,0.00001627274,0.0007978888,0.00069410546],"genre_scores_gemma":[0.9986586,0.00009302218,0.0009055671,0.0000149984035,0.00012307584,0.000031015494,0.00004672394,0.00007440289,0.00005256842],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99874306,0.00002613687,0.00035031454,0.00030676712,0.00025582904,0.00031788024],"domain_scores_gemma":[0.999457,0.00006399872,0.000029334435,0.0003061854,0.00004387297,0.000099636185],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029226515,0.00026703643,0.00027369,0.00022327997,0.000042699685,0.000062691324,0.000078648256,0.00019696592,0.000013118263],"category_scores_gemma":[0.00013156857,0.00032989666,0.000040865245,0.0003597557,0.0000030639358,0.00018894485,0.00003237722,0.0005152141,0.000021123047],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008335047,0.00013701363,0.000073429816,0.000104187595,0.00005392953,0.000074232215,0.0007966392,0.96147615,0.033721484,0.0013363959,0.00003669001,0.0021814886],"study_design_scores_gemma":[0.0011375935,0.00011415682,0.0069750655,0.00017813568,0.000034047316,0.00003307535,0.00029068638,0.945768,0.044123575,0.00018423371,0.00068375166,0.0004776579],"about_ca_topic_score_codex":0.000004349738,"about_ca_topic_score_gemma":0.000017479399,"teacher_disagreement_score":0.13468768,"about_ca_system_score_codex":0.00019579544,"about_ca_system_score_gemma":0.00002072381,"threshold_uncertainty_score":0.9999153},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"not_applicable","genre":"other","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"not_applicable","genre":"editorial","about_ca_system":false,"about_ca_topic":false,"confidence":"low"}],"label_agreement":"agree"},{"id":"W3192909463","doi":"10.1139/cgj-2021-0238","title":"Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"University of British Columbia; BC Hydro (Canada)","funders":"","keywords":"Gradation; Permeameter; Geotechnical engineering; Internal erosion; Instability; Geology; Erosion; Hydraulic head; Effective stress; Hydraulic conductivity; Soil science; Soil water; Mechanics","score_opus":0.012743291996246851,"score_gpt":0.21299915852297996,"score_spread":0.2002558665267331,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192909463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96970737,0.00073969486,0.021080382,0.006985142,0.0008318995,0.000098032266,0.000016448948,0.00011143324,0.0004296001],"genre_scores_gemma":[0.99867177,0.00005247494,0.0006598565,0.00039334057,0.00014835813,0.0000048735255,0.000009544281,0.000024310162,0.000035447916],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987781,0.000039953753,0.00034033405,0.00018791933,0.00022752916,0.0004261675],"domain_scores_gemma":[0.9987347,0.00008468226,0.000007439134,0.00011594553,0.000073141455,0.0009840884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025850433,0.00013626674,0.00017589281,0.00024521752,0.000092075,0.00007640919,0.00009790314,0.00016604124,0.00009138014],"category_scores_gemma":[0.00043228458,0.00015360749,0.000050509163,0.0002593604,0.000022513626,0.00015515093,0.00003371399,0.00077535113,0.000038900547],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037805614,0.00008139435,0.00071786385,0.000074628115,0.00005085308,0.0021263515,0.00021655159,0.9472811,0.028000357,0.0090775015,0.0052438187,0.007091762],"study_design_scores_gemma":[0.0007781752,0.00012299909,0.15171733,0.00056604884,0.000035793822,0.0025089646,0.000031450734,0.82924736,0.0027493022,0.0016929883,0.009975167,0.00057441345],"about_ca_topic_score_codex":0.0004300183,"about_ca_topic_score_gemma":0.0033562235,"teacher_disagreement_score":0.15099947,"about_ca_system_score_codex":0.00046873116,"about_ca_system_score_gemma":0.00014208857,"threshold_uncertainty_score":0.62639314},"labels":[],"label_agreement":null},{"id":"W3196360302","doi":"10.18280/ijdne.160402","title":"Overall Review of Seismic Wave Affected on Gravity Dam","year":2021,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Gravity dam; Geology; Seismology; Engineering; Structural engineering; Finite element method","score_opus":0.007695584529114722,"score_gpt":0.229875053618608,"score_spread":0.22217946908949326,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3196360302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4564394,0.11430961,0.40927118,0.0031663228,0.010687832,0.0003624786,0.00026386316,0.00016813917,0.0053311842],"genre_scores_gemma":[0.96559477,0.029877268,0.0038686593,0.00040243252,0.00015577738,5.969838e-7,0.000022718357,0.000017463437,0.000060311228],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992356,0.000030553092,0.00030804315,0.00007206119,0.00026497102,0.000088778754],"domain_scores_gemma":[0.99936044,0.00010379109,0.00009816834,0.00008624477,0.00029895786,0.000052386094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023684534,0.00010936812,0.00023221728,0.00010385629,0.000010265834,0.000016613465,0.00012935593,0.00009058841,0.0000172577],"category_scores_gemma":[0.00013023296,0.000098004835,0.000104924366,0.00008266114,0.000010415637,0.00009218295,0.00001794214,0.00048696902,0.0000012098046],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036899818,0.0005515866,0.00038206502,0.0052189403,0.0034838894,0.0024208114,0.0003876689,0.80570096,0.036033507,0.012485155,0.029625328,0.103341065],"study_design_scores_gemma":[0.0029444853,0.00045534017,0.016892798,0.019962175,0.00032354635,0.0036040987,0.000035436602,0.9092153,0.01262687,0.007529477,0.025510447,0.0009000411],"about_ca_topic_score_codex":6.929112e-7,"about_ca_topic_score_gemma":0.0000010686039,"teacher_disagreement_score":0.5091554,"about_ca_system_score_codex":0.00007007393,"about_ca_system_score_gemma":0.000036910114,"threshold_uncertainty_score":0.39965212},"labels":[],"label_agreement":null},{"id":"W3198070851","doi":"10.1007/s10230-021-00798-8","title":"Analytical, Numerical and Experimental Studies on Steady-State Seepage Through 3D Rockfill Trapezoidal Dikes","year":2021,"lang":"en","type":"article","venue":"Mine Water and the Environment","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Dike; Hydraulic head; Geotechnical engineering; Geology; Flow (mathematics); Hydrogeology; Calibration; Steady state (chemistry); Computer simulation; Mechanics; Mathematics; Geometry; Statistics","score_opus":0.011285553904548539,"score_gpt":0.21172540738427242,"score_spread":0.20043985347972387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198070851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931004,0.004095446,0.0012947235,0.0002794973,0.00012687597,0.00008477134,0.000010166145,0.00005637663,0.00095174345],"genre_scores_gemma":[0.99795824,0.0008375278,0.00025399306,0.00008656559,0.00003907236,0.000020399653,0.000011171176,0.000021611982,0.0007714279],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993069,0.000027994938,0.00015943036,0.00018505198,0.000117104864,0.0002035046],"domain_scores_gemma":[0.99974895,0.000037016332,0.0000065674967,0.00015620067,0.0000020123764,0.000049241848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007504095,0.00017621813,0.00022839739,0.000012761185,0.00007491041,0.000024584993,0.000041642914,0.000025344223,0.000046466317],"category_scores_gemma":[0.000002402972,0.00010015166,0.00004065769,0.000019233108,0.00011040826,0.000042666892,0.00007905268,0.00010295405,0.000019241634],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032737976,0.0005511183,0.0005598293,0.00028672648,0.0020299964,0.00036734264,0.0653999,0.87134945,0.050401744,0.0012058641,0.0010399497,0.0064806887],"study_design_scores_gemma":[0.009226258,0.0006097012,0.0025719171,0.000121977006,0.00036814704,0.00016936396,0.007744858,0.32382017,0.5733139,0.00096823566,0.079376355,0.0017091609],"about_ca_topic_score_codex":0.00000358723,"about_ca_topic_score_gemma":4.41972e-7,"teacher_disagreement_score":0.5475293,"about_ca_system_score_codex":0.000030615083,"about_ca_system_score_gemma":8.1863885e-7,"threshold_uncertainty_score":0.40840662},"labels":[],"label_agreement":null},{"id":"W3198182913","doi":"10.1680/jsmic.21.00011","title":"Lessons learned during Covid-19 from engineering asset management of dams","year":2020,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Smart Infrastructure and Construction","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Regina","funders":"","keywords":"Staffing; Pandemic; Asset (computer security); Coronavirus disease 2019 (COVID-19); Work (physics); Business; Asset management; Risk analysis (engineering); Process management; Public relations; Computer science; Political science; Engineering; Management; Economics; Computer security; Medicine","score_opus":0.010891027711982821,"score_gpt":0.21328209787515817,"score_spread":0.20239107016317534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3198182913","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9800891,0.00025163472,0.016851256,0.00036406066,0.0006082525,0.00022737721,0.00011115166,0.0002475309,0.0012496188],"genre_scores_gemma":[0.99426246,0.00029642883,0.005312893,0.0000137010875,0.00006960738,0.000007766352,0.000009442922,0.000023670716,0.0000040121454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988816,0.0000031884788,0.00045323072,0.0002139188,0.00026221812,0.00018584095],"domain_scores_gemma":[0.99948853,0.000020634017,0.00014766904,0.00011898282,0.00007634385,0.0001478592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008422494,0.00023915396,0.00035010726,0.00012779117,0.00006701529,0.000016316128,0.0002307905,0.00013439058,0.000018811264],"category_scores_gemma":[0.00007315405,0.00022041058,0.0001059372,0.00043549595,0.00015387035,0.00023991808,0.00008792756,0.0002585094,3.639132e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000912767,0.0000136110675,0.006348324,0.0046427925,0.000567657,0.0000016223133,0.0012343242,0.7982086,0.14533421,0.03946422,0.00029410372,0.0037992855],"study_design_scores_gemma":[0.0069464548,0.00023269649,0.20027,0.002345882,0.0011603769,0.00022216715,0.005146319,0.33581898,0.4240745,0.0060203006,0.015640924,0.002121403],"about_ca_topic_score_codex":0.000013731702,"about_ca_topic_score_gemma":0.0000011928491,"teacher_disagreement_score":0.4623896,"about_ca_system_score_codex":0.00006941912,"about_ca_system_score_gemma":0.000026334723,"threshold_uncertainty_score":0.8988083},"labels":[],"label_agreement":null},{"id":"W3199402429","doi":"","title":"Crack analysis related to the stability of gravity and concrete dams using CADAM software (Case study: Dez regulatory dam)","year":2020,"lang":"en","type":"article","venue":"Water Science and Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Gravity dam; Geotechnical engineering; Acceleration; Joint (building); Structural engineering; Stability (learning theory); Stress (linguistics); Geology; Engineering; Finite element method; Computer science","score_opus":0.016109882985135996,"score_gpt":0.22159580385182331,"score_spread":0.20548592086668732,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199402429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99049944,0.0001072492,0.0088253645,0.00005749361,0.00011445058,0.00019094054,0.0000097020375,0.00018767262,0.000007684783],"genre_scores_gemma":[0.99839634,0.0000052702508,0.0015387817,0.000016558952,0.000017404202,0.000005258248,0.0000012220262,0.00001772582,0.0000014634891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877846,0.000014624704,0.00027712752,0.00032236564,0.0002780699,0.0003293315],"domain_scores_gemma":[0.99931735,0.000035164252,0.00001528212,0.00032128702,0.00007279187,0.00023811555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00079950376,0.00017938759,0.00028627767,0.00015219534,0.00014569335,0.00007224362,0.00019820221,0.00004292358,0.0000045672246],"category_scores_gemma":[0.00009301085,0.00012823063,0.000040806794,0.0011050826,0.00010385832,0.00024756815,0.00016432526,0.0001698583,0.0000010390802],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000046763003,0.0000043824025,0.0120749,0.00012908928,0.00015025424,0.00006444026,0.013843295,0.9038975,0.068933696,0.000010333734,0.00000628452,0.00088111113],"study_design_scores_gemma":[0.00018392788,0.000060277034,0.014368959,0.000015492966,0.0001611028,0.000059513146,0.001116319,0.97274095,0.010906639,0.00000230443,0.00011208726,0.0002724584],"about_ca_topic_score_codex":0.00010707907,"about_ca_topic_score_gemma":0.000010744922,"teacher_disagreement_score":0.06884338,"about_ca_system_score_codex":0.000045132118,"about_ca_system_score_gemma":0.000015309099,"threshold_uncertainty_score":0.52290934},"labels":[],"label_agreement":null},{"id":"W3210199396","doi":"10.1139/cgj-2021-0137","title":"Internal erosion of gravelly mudstone due to drying–wetting and hydraulic pressure cycles in oedometer test","year":2021,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Division of Human Resource Development; Japan International Cooperation Agency","keywords":"Oedometer test; Internal erosion; Geotechnical engineering; Wetting; Erosion; Geology; Pore water pressure; Consolidation (business); Internal pressure; Soil water; Materials science; Soil science; Composite material; Geomorphology","score_opus":0.005804305149525314,"score_gpt":0.19488585905573272,"score_spread":0.1890815539062074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3210199396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9606277,0.0025259408,0.03318494,0.0014754373,0.00049773674,0.000149667,0.00006249426,0.000113467126,0.0013626392],"genre_scores_gemma":[0.99820924,0.00007818815,0.0014191336,0.00010184105,0.00009413791,0.0000026553373,0.000002132696,0.000028274124,0.00006441127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99899215,0.000019321233,0.0003467788,0.00014300889,0.0001361354,0.00036259127],"domain_scores_gemma":[0.9991453,0.000085422864,0.000026334166,0.00014911384,0.000050112605,0.00054367],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024010999,0.00013520698,0.0002454048,0.00030461562,0.000045291414,0.000051219988,0.00016155583,0.00012895915,0.00003535894],"category_scores_gemma":[0.00022222295,0.00014245867,0.00005522149,0.00027115093,0.000030993026,0.000072664196,0.00003411273,0.0006095446,0.000004640913],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017633285,0.00007338675,0.006145678,0.00021621714,0.00010228974,0.0024777672,0.0008100344,0.76152116,0.15308878,0.0002566722,0.003924981,0.07136541],"study_design_scores_gemma":[0.0029405442,0.00043137657,0.5337167,0.0054995785,0.00015814923,0.011141417,0.00044126852,0.33439133,0.058452003,0.0013822378,0.049424086,0.002021375],"about_ca_topic_score_codex":0.0016470742,"about_ca_topic_score_gemma":0.0030980494,"teacher_disagreement_score":0.52757096,"about_ca_system_score_codex":0.00013081681,"about_ca_system_score_gemma":0.00010012943,"threshold_uncertainty_score":0.58092964},"labels":[],"label_agreement":null},{"id":"W3211951113","doi":"10.21203/rs.3.rs-1091316/v1","title":"Modelling of Seepage and Slope Stability Analysis of Ribb Embankment Dam, Ethiopia","year":2021,"lang":"en","type":"preprint","venue":"Research Square","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Debre Tabor University","keywords":"Safety factor; Levee; Embankment dam; Geotechnical engineering; Factor of safety; Stability (learning theory); Static analysis; Finite element method; Drawdown (hydrology); Foundation (evidence); Slope stability analysis; Geology; Pore water pressure; Slope stability; Environmental science; Structural engineering; Engineering; Computer science; Groundwater; Geography","score_opus":0.08261166367525366,"score_gpt":0.3329598958365814,"score_spread":0.25034823216132773,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3211951113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.917157,0.0032595631,0.07722489,0.000020939422,0.000112013775,0.0003252517,0.0003588532,0.000093062794,0.0014484226],"genre_scores_gemma":[0.99464613,0.00193903,0.0030611858,6.759142e-7,0.000027044991,0.00003603576,0.00022222396,0.000038950348,0.000028727816],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99749196,0.00020888356,0.0005630359,0.00044811302,0.000876831,0.0004112053],"domain_scores_gemma":[0.99793416,0.0003504297,0.000051994248,0.0009999914,0.0005127877,0.00015063745],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0019570356,0.00023727774,0.00082939194,0.00066791894,0.000042672247,0.00004871484,0.00029935132,0.00032046638,0.0001566787],"category_scores_gemma":[0.00013532661,0.00024930947,0.000280953,0.0010553774,0.00010577808,0.000052844942,0.00061695045,0.0012783494,9.399947e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010860242,0.000049998667,0.0015656836,0.005166427,0.0010911134,0.0000075018115,0.0018311876,0.9883319,0.0010528946,0.00011579879,0.000016756952,0.0007598757],"study_design_scores_gemma":[0.000116693554,0.00002939135,0.007593596,0.00049791735,0.00020039937,2.9252647e-7,0.0005882993,0.98714274,0.0034785906,0.000084402716,0.00006434857,0.00020332668],"about_ca_topic_score_codex":0.00040317886,"about_ca_topic_score_gemma":0.00007918476,"teacher_disagreement_score":0.07748912,"about_ca_system_score_codex":0.00017650716,"about_ca_system_score_gemma":0.00011341607,"threshold_uncertainty_score":0.9999959},"labels":[],"label_agreement":null},{"id":"W3214092219","doi":"10.5281/zenodo.19191071","title":"Seepage and Slope Stability Analysis of Earthen Dam: A Case Study of Koga Dam, Ethiopia","year":2019,"lang":"en","type":"article","venue":"Open MIND","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Slope stability analysis; Geotechnical engineering; Slope stability","score_opus":0.02819270484817401,"score_gpt":0.27093410393147793,"score_spread":0.24274139908330392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3214092219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994897,0.000036297533,0.000117343436,0.0000026414255,0.000050956445,0.00034837026,0.000058381927,0.000004753256,0.0044842428],"genre_scores_gemma":[0.99883974,0.0000038632525,0.0010019593,8.30492e-7,0.0000042491774,0.000004226093,0.000006671513,0.000011736981,0.00012672812],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99926615,0.00003668501,0.00027625193,0.00018820628,0.00011458517,0.00011813777],"domain_scores_gemma":[0.99932593,0.00008323093,0.00003709266,0.00046510051,0.00003574005,0.00005291165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042666213,0.00010920665,0.00040249192,0.00010913599,0.000015704767,0.000022689392,0.00016423487,0.000050419472,0.0008338666],"category_scores_gemma":[0.000017747107,0.00010325982,0.00004625638,0.00039078627,0.00001732215,0.00010740985,0.00011452014,0.00010707818,0.000012278852],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014083243,0.0010335372,0.3876884,0.00049114507,0.0062835272,0.000516835,0.07461947,0.43260992,0.022695918,0.000024078077,0.0000475324,0.0738488],"study_design_scores_gemma":[0.005685439,0.0012430856,0.4782755,0.00012789451,0.00347863,0.00010984114,0.04153365,0.4504977,0.014215153,0.000010504678,0.003519596,0.0013030221],"about_ca_topic_score_codex":0.00044045784,"about_ca_topic_score_gemma":0.0009184938,"teacher_disagreement_score":0.09058709,"about_ca_system_score_codex":0.000013753175,"about_ca_system_score_gemma":0.000011280043,"threshold_uncertainty_score":0.91302544},"labels":[],"label_agreement":null},{"id":"W3215809801","doi":"","title":"The emergency preparedness and flood response framework for major dams in Alberta","year":2006,"lang":"en","type":"article","venue":"OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Flood myth; Emergency management; Preparedness; Downstream (manufacturing); Government (linguistics); Environmental planning; Dam failure; Emergency response; Business; Contingency plan; Emergency planning; Christian ministry; Upstream (networking); Environmental resource management; Operations management; Engineering; Geography; Political science; Computer security; Medical emergency; Environmental science; Computer science","score_opus":0.006165833565599589,"score_gpt":0.21859983904701136,"score_spread":0.21243400548141178,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215809801","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9578005,0.00052164984,0.03285198,0.00017757107,0.00061253307,0.0002952583,0.00011446021,0.00009580462,0.0075302576],"genre_scores_gemma":[0.99638295,0.00006910389,0.0030934194,0.000004245216,0.000013025108,0.000060574865,0.00020371308,0.0000080566815,0.0001649386],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"observational","domain_scores_codex":[0.99900246,0.000012212694,0.00051227794,0.000111120324,0.00016978796,0.00019212683],"domain_scores_gemma":[0.99924093,0.00034239303,0.00007771805,0.00022418903,0.00006817402,0.000046574576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048402915,0.00011774693,0.000155572,0.00011731189,0.000116390656,0.00004415282,0.0001421446,0.0000906189,0.000006121165],"category_scores_gemma":[0.00018061817,0.00009481688,0.000042555246,0.0002767039,0.00014268036,0.00028584764,0.0000469379,0.00006400177,0.0000012357257],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001771571,0.0004448359,0.003464122,0.0009101873,0.00015958489,0.000001722787,0.00014830196,0.07197092,0.0049421997,0.88614655,0.017936358,0.01210368],"study_design_scores_gemma":[0.003767216,0.000686361,0.47603267,0.0005778792,0.00016695756,0.00004115879,0.000113325885,0.017301846,0.012364175,0.025974363,0.4614947,0.0014793224],"about_ca_topic_score_codex":0.000046198285,"about_ca_topic_score_gemma":0.00016145795,"teacher_disagreement_score":0.86017215,"about_ca_system_score_codex":0.000024860039,"about_ca_system_score_gemma":0.000022265298,"threshold_uncertainty_score":0.38665202},"labels":[],"label_agreement":null},{"id":"W327778776","doi":"10.21236/ada417586","title":"Third US-Japan Workshop on Advanced Research on Earthquake Engineering for Dams, San Diego, California, 22-23 June 2002","year":2003,"lang":"en","type":"report","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Earthquake engineering; Geography; Engineering; Library science; History; Seismology; Geology; Computer science","score_opus":0.05013571072560084,"score_gpt":0.32082958290398644,"score_spread":0.2706938721783856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W327778776","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012889558,0.0076651657,0.03539926,0.00022355487,0.023419166,0.0053422777,0.002121391,0.007016802,0.90592283],"genre_scores_gemma":[0.2340294,0.016205637,0.022310646,0.00032604093,0.007888292,0.0036462136,0.0034780095,0.0042025135,0.7079133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99409145,0.000058303678,0.0010459747,0.0010774472,0.0018048498,0.001921988],"domain_scores_gemma":[0.9963648,0.0010544981,0.00009084001,0.0015248668,0.00044384308,0.0005212072],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0020157055,0.0011479479,0.0012667449,0.0010668834,0.00021635424,0.00015459413,0.00061938586,0.0010960789,0.00071606966],"category_scores_gemma":[0.0010612084,0.0011269525,0.00049490883,0.0008701705,0.00005353521,0.00011441616,0.00008255316,0.0027896336,0.00091551786],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004354024,0.00006734004,0.000007802942,0.0009327456,0.00021960311,0.000027109498,0.000034468314,0.5800221,0.00011204735,0.00034887184,0.40493542,0.013248956],"study_design_scores_gemma":[0.0006508981,0.00018190693,0.0002799141,0.0013557597,0.000048465186,0.00002352033,0.000044142307,0.024787998,0.00044886058,0.0000225671,0.97090036,0.0012556148],"about_ca_topic_score_codex":0.000033637676,"about_ca_topic_score_gemma":0.00022787551,"teacher_disagreement_score":0.56596494,"about_ca_system_score_codex":0.0009942146,"about_ca_system_score_gemma":0.00024323961,"threshold_uncertainty_score":0.9998624},"labels":[],"label_agreement":null},{"id":"W330941581","doi":"10.20502/rbg.v15i4.538","title":"MOVIMENTOS DE VERTENTE NO NORTE DE PORTUGAL: IMPORTÂNCIA DO COMPORTAMENTO HIDROLÓGICO DAS FORMAÇÕES SUPERFICIAIS","year":2014,"lang":"pt","type":"article","venue":"Revista Brasileira de Geomorfologia","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Nortel (Canada)","funders":"","keywords":"Humanities; Physics; Philosophy","score_opus":0.01073313078093906,"score_gpt":0.2422190239455435,"score_spread":0.23148589316460444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W330941581","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9419794,0.0037430408,0.045064762,0.00009719314,0.001136926,0.0008376574,0.000292466,0.00134918,0.0054993513],"genre_scores_gemma":[0.99348027,0.0006501307,0.001905347,0.0005509312,0.0007927655,0.000101645295,0.00035393905,0.00030478428,0.0018602005],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9935767,0.00028244726,0.0016461964,0.0010347016,0.0006669488,0.0027929905],"domain_scores_gemma":[0.9964092,0.00029105303,0.0003726944,0.0016530561,0.00019806359,0.0010759688],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002353708,0.0012701153,0.0015187862,0.00038560218,0.0003323036,0.0005109428,0.0011875983,0.0008266888,0.00065408216],"category_scores_gemma":[0.00050418446,0.0013763843,0.00067510194,0.0005907876,0.00014517069,0.0004187159,0.0003142803,0.0013592117,0.0007003351],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017631981,0.00043904773,0.9064952,0.0023111198,0.000991186,0.00068838,0.0011647893,0.03485802,0.010045017,0.0044976794,0.03360095,0.004732295],"study_design_scores_gemma":[0.0022959076,0.0007207633,0.58021945,0.001086269,0.0008246887,0.0007071347,0.0002976315,0.35163513,0.00093818025,0.0000641047,0.058563612,0.0026471594],"about_ca_topic_score_codex":0.00035593196,"about_ca_topic_score_gemma":0.00003637833,"teacher_disagreement_score":0.32627577,"about_ca_system_score_codex":0.0012335377,"about_ca_system_score_gemma":0.0003733325,"threshold_uncertainty_score":0.9988686},"labels":[],"label_agreement":null},{"id":"W4200231235","doi":"10.1029/2020wr029358","title":"Effect of Upstream Dam Geometry on Peak Discharge During Overtopping Breach in Noncohesive Homogeneous Embankment Dams; Implications for Tailings Dams","year":2021,"lang":"en","type":"article","venue":"Water Resources Research","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of British Columbia; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tailings; Levee; Geotechnical engineering; Homogeneous; Geology; Upstream (networking); Tailings dam; Embankment dam; Environmental science; Hydrology (agriculture); Engineering; Materials science; Physics","score_opus":0.016012760061360234,"score_gpt":0.30716987297998116,"score_spread":0.29115711291862095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200231235","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730396,0.00036117376,0.00018271364,0.00016558706,0.00007706039,0.0005263262,0.00007499276,0.00010970148,0.0011984771],"genre_scores_gemma":[0.99842227,0.00007355738,0.00010222507,0.000004266192,0.000117159034,0.00028409294,0.0001088489,0.00007787084,0.0008097157],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99787897,0.00013972285,0.00037183161,0.00041378758,0.000381673,0.0008139907],"domain_scores_gemma":[0.99866605,0.00046498474,0.000019744992,0.00061086804,0.00010583828,0.00013251351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008221366,0.00023083565,0.0003692253,0.00048763488,0.00015553042,0.000070310096,0.00034644597,0.0001228476,0.000029497178],"category_scores_gemma":[0.00015256405,0.00018649874,0.00013885602,0.0004842057,0.000052119332,0.00006925564,0.00018401771,0.00045436397,0.000024908679],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023004496,0.00018468079,0.006552813,0.0023863239,0.00017944223,0.000053025207,0.0037401908,0.1355213,0.8426716,0.00009349141,0.00016619876,0.008220898],"study_design_scores_gemma":[0.0013228154,0.00035604558,0.011775742,0.00038993236,0.000017605873,0.000031499912,0.00019235876,0.0074241324,0.9714761,0.000060134877,0.0066135456,0.0003400858],"about_ca_topic_score_codex":0.00006423911,"about_ca_topic_score_gemma":0.000019922982,"teacher_disagreement_score":0.1288045,"about_ca_system_score_codex":0.00024330206,"about_ca_system_score_gemma":0.0000145911645,"threshold_uncertainty_score":0.7605198},"labels":[],"label_agreement":null},{"id":"W4200384286","doi":"10.1007/s12517-021-09271-w","title":"Experimental study on seepage-induced concentrated leak erosion in sand under triaxial testing conditions","year":2021,"lang":"en","type":"article","venue":"Arabian Journal of Geosciences","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Geotechnical engineering; Internal erosion; Sinkhole; Permeability (electromagnetism); Geology; Erosion; Hydraulic head; Quartz; Consolidation (business); Pore water pressure; Geomorphology; Karst","score_opus":0.046817545144426924,"score_gpt":0.28556607852236265,"score_spread":0.23874853337793572,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200384286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99756205,0.00013322954,0.00035798157,0.000053598615,0.000893452,0.00006803006,0.0000033524082,0.000032139247,0.00089617015],"genre_scores_gemma":[0.99970514,0.00000485662,0.00016120017,0.000022735006,0.000078063116,0.0000018146274,0.0000011126458,0.0000086815335,0.000016418735],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99895763,0.000060666087,0.00035616226,0.00012549029,0.00026909832,0.00023095646],"domain_scores_gemma":[0.99955666,0.00012603018,0.000060385242,0.00008613453,0.000066471235,0.000104335515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038572896,0.00011015836,0.00019695355,0.00012393261,0.000089457804,0.00007628634,0.00013804235,0.00003292482,0.000040628885],"category_scores_gemma":[0.00013752864,0.00009698789,0.00004347586,0.0005161776,0.000036479887,0.0002451213,0.000012849351,0.00023127031,0.0000048425113],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028892247,0.00067291764,0.01285241,0.000008739159,0.000037324746,0.0004076942,0.002550638,0.20353973,0.77889055,0.000092369635,0.00013778459,0.00078095536],"study_design_scores_gemma":[0.007013976,0.0034834584,0.61884636,0.0006342164,0.000046790756,0.00047807317,0.03447251,0.051237453,0.282665,0.0002522454,0.00011475643,0.00075513584],"about_ca_topic_score_codex":0.000012689155,"about_ca_topic_score_gemma":0.000021705762,"teacher_disagreement_score":0.605994,"about_ca_system_score_codex":0.000082984676,"about_ca_system_score_gemma":0.00008984786,"threshold_uncertainty_score":0.39550516},"labels":[],"label_agreement":null},{"id":"W4200467265","doi":"10.18280/ijdne.160610","title":"Shaking Table Experiment on Seismic Performance of a Scaled-Down Arch Dam with Initial Crack","year":2021,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Arch dam; Earthquake shaking table; Arch; Geotechnical engineering; Curvature; Structural engineering; Geology; Earthquake resistance; Displacement (psychology); Seismic loading; Engineering; Mathematics; Geometry","score_opus":0.007932947684625602,"score_gpt":0.23795417431173144,"score_spread":0.23002122662710583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200467265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92490095,0.0008466314,0.07217819,0.00009441765,0.00081051,0.000041554347,0.00001531194,0.000019582614,0.0010928481],"genre_scores_gemma":[0.9930963,0.00044473287,0.0061397147,0.00006242341,0.00018058052,0.000001361888,0.000007794054,0.000019090397,0.000048019097],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991932,0.0000140272505,0.00027099912,0.0000851621,0.00031364043,0.00012296124],"domain_scores_gemma":[0.99947333,0.00007580588,0.00008272775,0.00007639714,0.00024002878,0.00005171108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015501007,0.000117826195,0.00017887997,0.00014473435,0.00002195551,0.00003454198,0.00015976581,0.000091845664,0.000013393755],"category_scores_gemma":[0.000021064225,0.00010015009,0.00004320649,0.00009713016,0.000019276667,0.00016417846,0.000021735861,0.00046545063,8.642834e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000262103,0.0000629667,0.00046037554,0.000046625733,0.00027378768,0.00016242948,0.00024484136,0.983569,0.00643898,0.00031071386,0.00016338543,0.008004756],"study_design_scores_gemma":[0.0010053982,0.00034402253,0.001533228,0.00058319024,0.000030282288,0.00081188086,0.00009307662,0.9639292,0.030291019,0.00008819718,0.001095717,0.00019481179],"about_ca_topic_score_codex":0.0000012026934,"about_ca_topic_score_gemma":0.0000018747768,"teacher_disagreement_score":0.06819533,"about_ca_system_score_codex":0.00008260583,"about_ca_system_score_gemma":0.00006133236,"threshold_uncertainty_score":0.4084002},"labels":[],"label_agreement":null},{"id":"W4205091286","doi":"10.23967/sahc.2021.262","title":"Structural Evaluation and Maintenance of Brooks Aqueduct Historic Site","year":2021,"lang":"en","type":"article","venue":"12th International Conference on Structural Analysis of Historical Constructions","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"University of Calgary","keywords":"Aqueduct; Cracking; Finite element method; Engineering; Structural engineering; Reinforced concrete; Forensic engineering; Civil engineering; Geotechnical engineering; Geology; Archaeology; Geography; Materials science","score_opus":0.031636429070142066,"score_gpt":0.26736957262728245,"score_spread":0.23573314355714037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4205091286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98570853,0.0005984638,0.0017101261,0.00024235967,0.0021402584,0.00008532747,0.00021258203,0.00008149826,0.009220876],"genre_scores_gemma":[0.9975984,0.00008824007,0.0017302836,0.000008948539,0.00006204612,0.0000073083747,0.00012929521,0.000011605287,0.00036386313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984391,0.00003901971,0.0005512852,0.000286348,0.00052370917,0.00016054454],"domain_scores_gemma":[0.99859107,0.0000649962,0.00015180846,0.0002561801,0.00084361737,0.00009230567],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00010237693,0.00019712643,0.00047302054,0.00049682235,0.00006799953,0.000020830003,0.00016550487,0.00008540702,0.00096333557],"category_scores_gemma":[0.00013767439,0.00018955646,0.00021704455,0.00068407465,0.00012009101,0.00013493493,0.000035803736,0.0002095653,0.0000020672762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001812248,0.00006692346,0.027007718,0.000254847,0.009203145,0.00002640424,0.0015639856,0.4375196,0.10590255,0.31032676,0.0024321608,0.10551467],"study_design_scores_gemma":[0.00072681933,0.00007517966,0.050001536,0.000064576474,0.0015474167,0.000058067864,0.00023357356,0.93723625,0.0026729894,0.0052353707,0.0016468929,0.0005013407],"about_ca_topic_score_codex":0.00013688317,"about_ca_topic_score_gemma":0.00009712031,"teacher_disagreement_score":0.49971664,"about_ca_system_score_codex":0.0007160436,"about_ca_system_score_gemma":0.00007597005,"threshold_uncertainty_score":0.99994993},"labels":[],"label_agreement":null},{"id":"W4206296923","doi":"10.21203/rs.3.rs-1065081/v1","title":"A new approach for dam safety assessment using the extended cloud model","year":2022,"lang":"en","type":"preprint","venue":"Research Square","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"National Natural Science Foundation of China","keywords":"Cloud computing; Analytic hierarchy process; Interval (graph theory); Warning system; Computer science; Division (mathematics); Process (computing); Safety monitoring; Fuzzy logic; Reliability engineering; Data mining; Operations research; Engineering; Mathematics; Artificial intelligence","score_opus":0.10978441294939717,"score_gpt":0.40260916622728793,"score_spread":0.29282475327789076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206296923","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0007751566,0.0008535004,0.98071706,0.00015718219,0.0006564452,0.0021224618,0.00051641354,0.0004614713,0.013740306],"genre_scores_gemma":[0.53726107,0.0011581559,0.44687745,0.000030859035,0.0023860012,0.002679816,0.0017675346,0.0006438275,0.0071953186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9966222,0.00021015841,0.00041528748,0.000619713,0.0011953749,0.0009372536],"domain_scores_gemma":[0.9978357,0.00033959863,0.000039059574,0.0013880564,0.00016118382,0.00023640128],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.002858125,0.00037911962,0.00043720673,0.00027505445,0.00050975085,0.0002032875,0.0011243382,0.00026716423,0.00016584202],"category_scores_gemma":[0.00010083246,0.00032453606,0.00031904085,0.00039949478,0.00004769945,0.00006194053,0.0013160411,0.0030254344,0.000003994541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003314888,0.00003899,0.000006790728,0.0012453392,0.00013757467,0.0000031326856,0.00036411185,0.98178315,0.00015076688,0.0037248165,0.009307946,0.0032042565],"study_design_scores_gemma":[0.00035375313,0.000030351506,0.00012825092,0.00010270918,0.00002882208,0.0000037940154,0.0004301387,0.9821075,0.000020002542,0.0022781556,0.014172795,0.0003436878],"about_ca_topic_score_codex":0.000111175286,"about_ca_topic_score_gemma":0.000004231982,"teacher_disagreement_score":0.5364859,"about_ca_system_score_codex":0.0013011491,"about_ca_system_score_gemma":0.00078769185,"threshold_uncertainty_score":0.99992067},"labels":[],"label_agreement":null},{"id":"W4206341808","doi":"10.1139/cgj-2021-0356","title":"Compressibility and permeability of sand–silt tailings mixtures","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Queen's University","keywords":"Tailings; Permeameter; Geotechnical engineering; Consolidation (business); Cushioning; Hydraulic conductivity; Silt; Permeability (electromagnetism); Void ratio; Geology; Compressibility; Materials science; Soil water; Soil science; Composite material; Chemistry; Metallurgy; Engineering","score_opus":0.00692949880569119,"score_gpt":0.19304259993648246,"score_spread":0.18611310113079127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206341808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931726,0.0016986742,0.003126663,0.00035671747,0.00040417406,0.00011344681,0.000108095366,0.00013170423,0.0008879152],"genre_scores_gemma":[0.999615,0.000034698776,0.00021289193,0.000051433697,0.000046455643,0.000003939827,0.0000037677678,0.000016459244,0.000015346915],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991253,0.000039074046,0.0002740953,0.00011988339,0.00016571122,0.00027592567],"domain_scores_gemma":[0.9992581,0.000046068988,0.000026516933,0.00020316073,0.000031751377,0.00043440468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046389102,0.00010523702,0.00019212755,0.00011902681,0.00019694508,0.000021520653,0.00021863548,0.00006506143,0.00022814478],"category_scores_gemma":[0.00007483615,0.00010878519,0.00007232414,0.00012994377,0.00007913502,0.00004777211,0.000047281766,0.0007816536,8.356069e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020216698,0.000030274728,0.001414273,0.000102921964,0.000059015387,0.00008467952,0.00026238846,0.9697074,0.010209326,0.00026008266,0.0054965806,0.0123528],"study_design_scores_gemma":[0.0017957162,0.0004261026,0.0864231,0.000103817285,0.0001060531,0.0031575502,0.00033405455,0.6897295,0.004522804,0.0072821565,0.20478992,0.0013291885],"about_ca_topic_score_codex":0.0018467598,"about_ca_topic_score_gemma":0.0001904593,"teacher_disagreement_score":0.27997792,"about_ca_system_score_codex":0.00024157255,"about_ca_system_score_gemma":0.00009916709,"threshold_uncertainty_score":0.44361314},"labels":[],"label_agreement":null},{"id":"W4206692839","doi":"10.1002/nag.3333","title":"Shear strain dependent amplification function of earth dam‐flexible canyon system by the hybrid FEM‐SBFEM technique","year":2022,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Canyon; Nonlinear system; Structural engineering; Crest; Boundary value problem; Engineering; Geology; Mathematics; Mathematical analysis; Physics","score_opus":0.021602578459622577,"score_gpt":0.3142284762176141,"score_spread":0.2926258977579915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206692839","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002039062,0.00022161368,0.9959847,0.00021949313,0.0010052421,0.00016876173,0.00018646076,0.000056880985,0.000117784],"genre_scores_gemma":[0.95830315,0.000065560984,0.04111419,0.0000537345,0.00013819904,0.000103880695,0.000037077945,0.000032222673,0.00015196517],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987107,0.00012815889,0.00045816804,0.00015236916,0.00035836102,0.00019226935],"domain_scores_gemma":[0.99939686,0.00024764318,0.000081173675,0.000106912885,0.00008499308,0.000082420476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001548319,0.0001247251,0.00021246115,0.00014963519,0.00010853868,0.000045752204,0.00027952387,0.000042337408,0.000038930957],"category_scores_gemma":[0.00010114664,0.000102006314,0.000102545215,0.00018735777,0.000015653595,0.00006709152,0.00006996856,0.00048263112,6.0448343e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003250402,0.00021576963,0.00006015074,0.00015435346,0.0004592322,0.00002466366,0.00013145046,0.475609,0.058763944,0.11028139,0.0007446994,0.3532303],"study_design_scores_gemma":[0.00035460418,0.00020026158,0.000080014,0.00003396201,0.000036807953,0.00028326997,0.0002887842,0.97226506,0.0031409212,0.0066276174,0.016535185,0.00015352687],"about_ca_topic_score_codex":0.0000147315095,"about_ca_topic_score_gemma":3.512811e-7,"teacher_disagreement_score":0.9562641,"about_ca_system_score_codex":0.00016202232,"about_ca_system_score_gemma":0.00002188146,"threshold_uncertainty_score":0.41596967},"labels":[],"label_agreement":null},{"id":"W4206706222","doi":"10.3390/w14020264","title":"Comment on Aureli et al. Review of Historical Dam-Break Events and Laboratory Tests on Real Topography for the Validation of Numerical Models. Water 2021, 13, 1968","year":2022,"lang":"en","type":"article","venue":"Water","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Dam failure; Dam break; Hydrology (agriculture); Geology; Geotechnical engineering; Geography; Archaeology; Flood myth","score_opus":0.013185353358923521,"score_gpt":0.2286003774092097,"score_spread":0.21541502405028617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206706222","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5987487,0.02916352,0.046289194,0.29347828,0.010671559,0.008515855,0.002293361,0.0011369701,0.0097025605],"genre_scores_gemma":[0.9948497,0.0021472096,0.00025002178,0.0023388737,0.000028662147,0.00015363128,0.00013004323,0.00003402444,0.00006787696],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9992633,0.000055209304,0.0002219297,0.00011853179,0.00020003127,0.00014100182],"domain_scores_gemma":[0.9996447,0.000063763226,0.000018428436,0.00021424612,0.000028232074,0.00003063397],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004255565,0.00010869671,0.00018918527,0.00004956904,0.000047755075,0.0000032415753,0.00009526976,0.000022393791,0.000041412433],"category_scores_gemma":[0.0000057805046,0.00006295675,0.000068347144,0.000048111742,0.000008033651,0.000034841054,0.000042318567,0.0001481019,0.000002241981],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014521249,0.00043418232,0.00035988065,0.0023808212,0.00025186088,0.0000029918754,0.0014074566,0.37350446,0.0064278473,0.0014676525,0.6108845,0.002733147],"study_design_scores_gemma":[0.0005477548,0.0004080705,0.00033667506,0.00030966778,0.00006518171,0.0000015314386,0.000013631297,0.019378172,0.010654165,0.00020657037,0.96785617,0.00022241556],"about_ca_topic_score_codex":0.000032666103,"about_ca_topic_score_gemma":2.6367812e-7,"teacher_disagreement_score":0.39610097,"about_ca_system_score_codex":0.00008432004,"about_ca_system_score_gemma":0.0000037204834,"threshold_uncertainty_score":0.25673017},"labels":[],"label_agreement":null},{"id":"W4212890364","doi":"10.1016/j.sandf.2022.101106","title":"Empirical approaches to estimate the nonlinear dynamic responses of earth-core rockfill dams subjected to earthquake ground motions","year":2022,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Shear (geology); Geotechnical engineering; Shear modulus; Geology; Nonlinear system; Earth structure; Peak ground acceleration; Structural engineering; Response analysis; Seismology; Ground motion; Engineering; Materials science; Physics","score_opus":0.06280597527576826,"score_gpt":0.3035416640273798,"score_spread":0.24073568875161155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4212890364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96555626,0.000058808808,0.031849686,0.0010042593,0.00019313488,0.00023851679,0.00023002192,0.00017897834,0.00069031876],"genre_scores_gemma":[0.99424344,0.000008266052,0.0049043363,0.000043186115,0.000028701948,0.00010535932,0.0001032081,0.00002703568,0.00053646765],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99924487,0.000034474106,0.00020731596,0.00016210029,0.0001516638,0.00019955763],"domain_scores_gemma":[0.9994938,0.00010187663,0.000016782518,0.00026587478,0.000025543353,0.00009616639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019075262,0.000121786485,0.00013990197,0.00013265072,0.0003818679,0.000046407557,0.00013896587,0.000027583097,0.000046604648],"category_scores_gemma":[0.00006918225,0.00010764368,0.00004832283,0.0005221839,0.000034241228,0.000060433144,0.00009438347,0.00017726926,0.000016239008],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022214344,0.00006717305,0.00060814555,0.00003610063,0.00006303944,0.0000021091873,0.0023030313,0.98509055,0.0015958517,0.0017114477,0.00022924131,0.0082710935],"study_design_scores_gemma":[0.00028674383,0.00020359369,0.35613424,0.000020604422,0.000049571467,0.000033767054,0.00063643494,0.6138917,0.000084102925,0.0004455092,0.02787691,0.00033681656],"about_ca_topic_score_codex":0.000030351313,"about_ca_topic_score_gemma":0.00017012037,"teacher_disagreement_score":0.37119886,"about_ca_system_score_codex":0.000026971618,"about_ca_system_score_gemma":0.000030518957,"threshold_uncertainty_score":0.4389582},"labels":[],"label_agreement":null},{"id":"W4214949682","doi":"10.18280/mmep.090119","title":"Modelling the Effects of Hydraulic Force on Strain in Hydraulic Structures Using ANN (Haditha Dam in Iraq as a Case Study)","year":2022,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"University of Anbar; Tikrit University","keywords":"Sigmoid function; MATLAB; Structural engineering; Hydraulic structure; Software; Engineering; Strain (injury); Geotechnical engineering; Artificial neural network; Computer science; Artificial intelligence","score_opus":0.02010841028109422,"score_gpt":0.22021348149897746,"score_spread":0.20010507121788323,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214949682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7514087,0.00041487714,0.24723718,0.00001015739,0.00011791271,0.00056830666,0.0000056533772,0.00014738098,0.00008986184],"genre_scores_gemma":[0.99628526,0.000028109289,0.0033873997,0.000009141734,0.000028896924,0.00014953942,0.0000026220193,0.00009441118,0.000014646789],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99819106,0.00005486209,0.00060757395,0.00032371728,0.0003270066,0.0004958051],"domain_scores_gemma":[0.9990595,0.0004343666,0.000044456956,0.00035352743,0.0000118953885,0.00009626315],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00059330557,0.0003633428,0.0005009845,0.00035011212,0.00010311091,0.00004118594,0.0002168011,0.00008446113,0.0000054826246],"category_scores_gemma":[0.000035856756,0.00031979138,0.000073214964,0.0004754253,0.000025953927,0.0000878071,0.00008477488,0.00078031566,9.4647066e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008048092,0.000112607166,0.00001306832,0.0011188966,0.000040290928,0.0002808686,0.0071339244,0.98954964,0.0004221476,0.0010887185,0.0000011316865,0.00023065954],"study_design_scores_gemma":[0.00059650035,0.00018162765,0.0000055284418,0.00031961725,0.000028579821,0.00033911617,0.00070827024,0.99259573,0.000120242345,0.0047681495,0.000013721642,0.00032289897],"about_ca_topic_score_codex":0.00026196725,"about_ca_topic_score_gemma":0.000005183686,"teacher_disagreement_score":0.24487655,"about_ca_system_score_codex":0.000119211654,"about_ca_system_score_gemma":0.000013971708,"threshold_uncertainty_score":0.99992543},"labels":[],"label_agreement":null},{"id":"W4220880985","doi":"10.1061/9780784484036.029","title":"Assessing Piping Risks by Finite Elements","year":2022,"lang":"en","type":"article","venue":"Geo-Congress 2022","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Piping; Random variable; Levee; Erosion; Finite element method; Foundation (evidence); Geotechnical engineering; Event (particle physics); Geology; Computer science; Engineering; Statistics; Mathematics; Structural engineering; Environmental engineering; Geomorphology; Geography","score_opus":0.020137466171041674,"score_gpt":0.2600100035633097,"score_spread":0.23987253739226805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220880985","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9139684,0.00635748,0.027529923,0.00029137573,0.0129690515,0.0005945922,0.00079522387,0.0031952504,0.034298714],"genre_scores_gemma":[0.997456,0.00007110235,0.00041185317,0.00009370817,0.00010140371,0.00013013942,0.00019323436,0.00007703029,0.0014655264],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9985883,0.000049614508,0.00029543674,0.00024310584,0.00035164226,0.000471855],"domain_scores_gemma":[0.9994584,0.0000790159,0.000043192,0.00031207252,0.000016630302,0.00009068761],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00035954663,0.00020137388,0.00019858302,0.000118867014,0.00033495264,0.00011180644,0.00030790485,0.000041914132,0.0013707605],"category_scores_gemma":[0.0000303973,0.000245875,0.00007356139,0.00029646044,0.000015558368,0.00023453981,0.00019989519,0.000529186,0.00004865165],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009189187,0.000054099946,0.0025764417,0.000104391685,0.00015628136,0.00006739431,0.00031424427,0.8817368,0.006086921,0.00012535224,0.0563899,0.05237898],"study_design_scores_gemma":[0.00072329317,0.000037067897,0.0018272314,0.000028031933,0.000031712334,0.000015916225,0.0004828568,0.3954892,0.0013070451,0.000101746984,0.5993519,0.0006040495],"about_ca_topic_score_codex":0.000028766011,"about_ca_topic_score_gemma":0.0000019334468,"teacher_disagreement_score":0.54296196,"about_ca_system_score_codex":0.0001704402,"about_ca_system_score_gemma":0.00001635862,"threshold_uncertainty_score":0.99999934},"labels":[],"label_agreement":null},{"id":"W4220998336","doi":"10.1139/cgj-2021-0191","title":"A 3D visualization method for identifying fabric characteristics during suffusion using transparent soil","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Graduate School, Chongqing University; Research and Innovation Foundation; Natural Science Foundation of Chongqing; National Natural Science Foundation of China","keywords":"Internal erosion; Intergranular corrosion; Clogging; Geotechnical engineering; Materials science; Particle (ecology); Particle flow; Porosity; Soil water; Geology; Composite material; Mechanics; Soil science; Discrete element method; Microstructure","score_opus":0.03145935068860968,"score_gpt":0.27988576670579135,"score_spread":0.24842641601718168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220998336","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11298083,0.00016758809,0.8854634,0.00005682562,0.000896286,0.00014960031,0.000109929904,0.00015521118,0.000020289317],"genre_scores_gemma":[0.9923556,0.000050949428,0.007105456,0.000052301166,0.0002660409,0.000026120466,0.000039078994,0.000073169154,0.00003130918],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99867517,0.00004770237,0.00040040782,0.00015443264,0.00022448323,0.0004978349],"domain_scores_gemma":[0.9993141,0.00003680499,0.000053371103,0.00013723824,0.00004726483,0.00041119638],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051185535,0.000160517,0.0002195966,0.00037811568,0.0006601765,0.000089073415,0.0002188591,0.00008428334,0.00010854412],"category_scores_gemma":[0.00004765676,0.00019378205,0.00012396052,0.00029914864,0.000009920174,0.000101317455,0.000025715522,0.0005432897,0.0000016187956],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008700253,0.000008149616,0.00003070821,0.00007238091,0.000028322223,0.000059873553,0.00012432638,0.9818131,0.012387211,0.00006158828,0.00013238384,0.005273308],"study_design_scores_gemma":[0.00034160027,0.00002818104,0.0013915917,0.000048972197,0.000044821038,0.00062466064,0.000057453348,0.9881871,0.0003629521,0.00006356523,0.008593142,0.000255963],"about_ca_topic_score_codex":0.0007225044,"about_ca_topic_score_gemma":0.00032564398,"teacher_disagreement_score":0.87937474,"about_ca_system_score_codex":0.0010800324,"about_ca_system_score_gemma":0.00014857536,"threshold_uncertainty_score":0.79022026},"labels":[],"label_agreement":null},{"id":"W4221116481","doi":"10.3390/su14053013","title":"Hybrid Differential Evolution-Based Regression Tree Model for Predicting Downstream Dam Hazard Potential","year":2022,"lang":"en","type":"article","venue":"Sustainability","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Differential evolution; Computer science; Data mining; Tree (set theory); Context (archaeology); Regression; Random forest; Regression analysis; Artificial intelligence; Machine learning; Statistics; Mathematics","score_opus":0.005094179766378983,"score_gpt":0.21096538355641659,"score_spread":0.2058712037900376,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221116481","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49357548,0.00004685222,0.50443333,0.00012182116,0.0004806275,0.00044520857,0.00021141616,0.0006032065,0.000082053215],"genre_scores_gemma":[0.99808365,8.288282e-7,0.0008801208,0.0000070634314,0.00013606467,0.0004119979,0.00017278238,0.000052713174,0.0002547932],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99842393,0.000053027255,0.00032503737,0.00036079006,0.00031597944,0.000521212],"domain_scores_gemma":[0.99911004,0.00007680397,0.00004038216,0.0004778724,0.00017739531,0.000117479896],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033355106,0.00024243323,0.00024736734,0.000119218166,0.00042511514,0.000030310217,0.00024599684,0.000055650133,0.00004767298],"category_scores_gemma":[0.00022402343,0.00024907498,0.00021989392,0.00013332907,0.000044863013,0.00009774583,0.00010918537,0.0003327061,6.8380746e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001210383,0.000095245734,0.0012892927,0.00033120962,0.000022811611,0.0000055849387,0.00009686865,0.9918295,0.00034166,0.00025693738,0.0010116342,0.0045981784],"study_design_scores_gemma":[0.0008820995,0.00007584961,0.003609205,0.000008677097,0.00003675773,0.0000035338944,0.00015038328,0.99075603,0.0002923937,0.0036540304,0.0002779569,0.00025305725],"about_ca_topic_score_codex":0.000024498402,"about_ca_topic_score_gemma":0.000006688158,"teacher_disagreement_score":0.50450814,"about_ca_system_score_codex":0.0017398363,"about_ca_system_score_gemma":0.0002552839,"threshold_uncertainty_score":0.9999961},"labels":[],"label_agreement":null},{"id":"W4230344310","doi":"10.1139/cjce-28-1-120","title":"Les prévisions des brèches de rupture des barrages en terre restent difficiles","year":2001,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Flood myth; Dam failure; Environmental science; Natural hazard; Margin (machine learning); Forensic engineering; Computer science; Engineering; Meteorology; Geography; Archaeology","score_opus":0.013849577692688502,"score_gpt":0.20489951175370696,"score_spread":0.19104993406101847,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4230344310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67113453,0.14220153,0.17472507,0.0011782857,0.0039701876,0.00018923737,0.000097316086,0.00021822048,0.006285633],"genre_scores_gemma":[0.98594993,0.003726789,0.007760536,0.000017324519,0.0011826087,0.0000050737826,0.000004991098,0.00017245374,0.0011803124],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99746335,0.00006376955,0.0007160505,0.00020687905,0.00025112386,0.0012988222],"domain_scores_gemma":[0.9973973,0.00025668027,0.00009585097,0.00030796844,0.00017801888,0.0017641974],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00059886277,0.00052817666,0.0005624444,0.0007340703,0.00025842106,0.00020817888,0.00053796975,0.00040550847,0.0005027314],"category_scores_gemma":[0.00060189696,0.0005774742,0.00033796995,0.0005130449,0.00017272618,0.000456239,0.000026296522,0.0011882499,0.000016750517],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051916854,0.000020824604,0.0067756018,0.00062063395,0.00026489308,0.0016516069,0.0050301915,0.9606469,0.0017756243,0.000735304,0.0021864993,0.020286713],"study_design_scores_gemma":[0.0015525717,0.0004616013,0.3326255,0.014005738,0.00059386145,0.01324556,0.003109695,0.18433104,0.0011935873,0.0011550162,0.4454758,0.002250038],"about_ca_topic_score_codex":0.0063663116,"about_ca_topic_score_gemma":0.13706619,"teacher_disagreement_score":0.77631587,"about_ca_system_score_codex":0.0016790611,"about_ca_system_score_gemma":0.00053337123,"threshold_uncertainty_score":0.99966764},"labels":[],"label_agreement":null},{"id":"W4231506152","doi":"10.5000/eesk.2002.6.1.033","title":"Evaluation of the Seismic Safely of Concrete Gravity Dams","year":2002,"lang":"en","type":"article","venue":"Journal of the Earthquake Engineering Society of Korea","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Gravity dam; Geotechnical engineering; Seismic analysis; Geology; Earthquake resistance; Earthquake simulation; Reinforced concrete; Seismology; Engineering; Structural engineering; Finite element method","score_opus":0.016829703434234122,"score_gpt":0.20954944644901324,"score_spread":0.19271974301477912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4231506152","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99184567,0.0015791159,0.004857941,0.00019478121,0.0010787541,0.00015269493,0.000026190048,0.000030316669,0.00023451043],"genre_scores_gemma":[0.99802613,0.00019654771,0.0015680488,0.000010442927,0.00011392465,0.0000014431085,4.9952314e-7,0.00003316477,0.000049794093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9979668,0.00006674692,0.0007064338,0.0000780302,0.0009819878,0.00019995956],"domain_scores_gemma":[0.9987016,0.00012488851,0.00034898738,0.0004043131,0.00036299357,0.000057266458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016940216,0.00018500877,0.00041441893,0.000049038714,0.000036044636,0.000007262054,0.000480617,0.000117166375,0.000025987685],"category_scores_gemma":[0.00020582127,0.00012710266,0.0007159479,0.00035527867,0.000084175685,0.000109310946,0.00004857924,0.00044485767,9.921365e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029464727,0.0000110970095,0.00028624132,0.00018870285,0.00030167226,1.6958998e-7,0.0010031986,0.96934366,0.02403357,0.00004505825,0.0013832307,0.0034004226],"study_design_scores_gemma":[0.0008872145,0.00005970734,0.058355395,0.00048296936,0.0003158333,0.00003796968,0.00010490853,0.9074766,0.030713819,0.00008243157,0.001309224,0.00017392388],"about_ca_topic_score_codex":0.000008244912,"about_ca_topic_score_gemma":6.2077777e-7,"teacher_disagreement_score":0.061867088,"about_ca_system_score_codex":0.000089665926,"about_ca_system_score_gemma":0.000040636467,"threshold_uncertainty_score":0.5183096},"labels":[],"label_agreement":null},{"id":"W4235676752","doi":"10.2118/2007-156-ea","title":"Revisiting the Drainage Relative Permeability Measurement by Centrifuge Method Using a Forward-backward Modelling Scheme","year":2007,"lang":"en","type":"article","venue":"Canadian International Petroleum Conference","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Centrifuge; Permeability (electromagnetism); Scheme (mathematics); Computer science; Petroleum engineering; Geology; Mathematics; Physics; Chemistry; Mathematical analysis","score_opus":0.0338640225222237,"score_gpt":0.25124827271415384,"score_spread":0.21738425019193014,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4235676752","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.065621145,0.0002793958,0.90713394,0.0005996305,0.0005289889,0.000118205026,0.00011017479,0.00011631589,0.025492212],"genre_scores_gemma":[0.98593694,0.000016863967,0.013508099,0.00007599824,0.00023073336,0.000008154542,0.000026002816,0.000034068435,0.00016313195],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983,0.00004256407,0.00037211165,0.00027617504,0.00047504072,0.00053409114],"domain_scores_gemma":[0.9989345,0.00012086914,0.000054564505,0.000258502,0.00032006536,0.00031151265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015810475,0.00022388727,0.00018859713,0.00016404311,0.00017249836,0.000115331844,0.00041599834,0.00009627092,0.00011151566],"category_scores_gemma":[0.00018904758,0.0002130421,0.000101458056,0.00014458282,0.000045209374,0.00021525827,0.000028319135,0.00044016613,0.00001818528],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012930006,0.0000063029706,0.0007689233,0.000047535774,0.00021748315,0.000020656844,0.00055105455,0.96382093,0.0029256823,0.027915372,0.00025259642,0.0034605216],"study_design_scores_gemma":[0.00018006863,0.0000049204477,0.00049781083,0.00009901439,0.000016701728,0.000011580799,0.00015852824,0.9633592,0.0003913335,0.0005555174,0.034486867,0.00023846008],"about_ca_topic_score_codex":0.005827383,"about_ca_topic_score_gemma":0.0027225441,"teacher_disagreement_score":0.9203158,"about_ca_system_score_codex":0.0016735296,"about_ca_system_score_gemma":0.00020205969,"threshold_uncertainty_score":0.8809299},"labels":[],"label_agreement":null},{"id":"W4245437946","doi":"10.1007/978-1-4615-1729-0_21","title":"Earthquake Engineering","year":2001,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Liquefaction; Soil liquefaction; Seismic analysis; Seismic hazard; Geotechnical engineering; Mitigation of seismic motion; Levee; Geology; Seismic microzonation; Earthquake engineering; Foundation (evidence); Earthquake scenario; Civil engineering; Engineering; Seismology; Geography","score_opus":0.007453569405245418,"score_gpt":0.15787094926004466,"score_spread":0.15041737985479925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4245437946","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000029083161,0.00084368605,0.011767662,0.000012173441,0.0008592019,0.00008908558,0.00001886755,0.0024595938,0.98392063],"genre_scores_gemma":[0.013602177,0.0010006558,0.001121941,0.000022948243,0.0005454274,0.000007197624,0.00005273306,0.00031770967,0.98332924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990771,6.6674585e-7,0.0002558621,0.00019652226,0.00016986366,0.00029998596],"domain_scores_gemma":[0.9994414,0.000028021263,0.000013664887,0.00036719727,0.000019627358,0.00013008738],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000049466897,0.0004194299,0.00033236045,0.0001749971,0.000016904936,0.000027758451,0.00016013611,0.00033999965,0.0017910185],"category_scores_gemma":[0.00000444129,0.00045092916,0.00015295036,0.000027417249,0.0000102185995,0.000049443443,0.000025845922,0.00046690315,0.0013375778],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026538019,0.0000050667654,0.0000022588133,0.00036429748,0.00037851153,0.00019556266,0.000040088355,0.59014845,0.00009828612,0.29981786,0.04701475,0.06193219],"study_design_scores_gemma":[0.00008519734,0.000009639432,0.00003210006,0.00010268685,0.000021644364,0.00003223454,5.3871963e-7,0.021524845,0.000024466888,0.00033849257,0.9772928,0.0005354021],"about_ca_topic_score_codex":0.0000014078611,"about_ca_topic_score_gemma":0.0000029038627,"teacher_disagreement_score":0.930278,"about_ca_system_score_codex":0.00006736003,"about_ca_system_score_gemma":0.000008093232,"threshold_uncertainty_score":0.99979424},"labels":[],"label_agreement":null},{"id":"W4248833745","doi":"10.1139/cjce-27-6-1217","title":"De nouvelles approches pour quantifier le risque de rupture d'une retenue d'eau","year":2000,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Risk analysis (engineering); Engineering; Population; Civil engineering; Forensic engineering; Computer science; Business; Sociology","score_opus":0.006571237580553851,"score_gpt":0.1760852923771839,"score_spread":0.16951405479663004,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4248833745","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34179378,0.14767672,0.45526457,0.010727949,0.007886328,0.0004182375,0.00035519258,0.0004265496,0.035450663],"genre_scores_gemma":[0.9822119,0.0008098589,0.010842849,0.000081258724,0.0012609633,0.0000051685192,0.000006168636,0.00020417,0.0045776847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9975084,0.000046996585,0.0006889386,0.0002176281,0.00020777207,0.0013302799],"domain_scores_gemma":[0.99774146,0.00012288212,0.000091713475,0.0003284091,0.00011650496,0.0015990303],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00068068004,0.0004839734,0.0005826168,0.00047794377,0.00013550927,0.00018886848,0.00051623234,0.000490588,0.0008572053],"category_scores_gemma":[0.00019610616,0.000594293,0.00033411212,0.0005324795,0.000074538824,0.0003391303,0.0000099571225,0.0013620582,0.00006270488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008624842,0.000016461316,0.00017628353,0.00039988535,0.00024486598,0.001008971,0.0026989346,0.96958035,0.0023868303,0.001786695,0.016060047,0.0056320415],"study_design_scores_gemma":[0.0008776344,0.00008471725,0.0050111627,0.0017939939,0.00017862239,0.0034043624,0.00042335404,0.46224514,0.0016862446,0.00052551733,0.52275634,0.0010128997],"about_ca_topic_score_codex":0.010131679,"about_ca_topic_score_gemma":0.033130843,"teacher_disagreement_score":0.6404181,"about_ca_system_score_codex":0.0010175329,"about_ca_system_score_gemma":0.0023328643,"threshold_uncertainty_score":0.99965084},"labels":[],"label_agreement":null},{"id":"W4253453196","doi":"10.2523/91607-ms","title":"Damage Interpretation of Properly and Improperly Drilled Underbalanced Horizontals in the Fractured Jean Marie Reservoir Using Novel Modeling and Methodology","year":2004,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Interpretation (philosophy); Petroleum engineering; Computer science; Forensic engineering; Engineering; Programming language","score_opus":0.05151753904860117,"score_gpt":0.27639339565926047,"score_spread":0.22487585661065929,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4253453196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5102032,0.00021562033,0.48914468,0.00005731923,0.000038737373,0.000120487966,0.0000019859267,0.00003871678,0.00017923147],"genre_scores_gemma":[0.9395596,0.000047337307,0.060321167,0.000020966414,0.000014638658,0.0000056597264,0.0000038066325,0.000020372107,0.000006452275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993225,0.000042449665,0.0002456379,0.0001455725,0.0000845903,0.00015927262],"domain_scores_gemma":[0.99959123,0.00017780472,0.000021552507,0.00015426654,0.000025982465,0.000029133149],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004915929,0.00013133096,0.00022373187,0.000088235574,0.000029702436,0.000028290184,0.00009524964,0.00008672169,0.0000026399039],"category_scores_gemma":[0.00014941409,0.00008951355,0.000021197235,0.00012697167,0.000031939177,0.00015804941,0.0000278215,0.00018084761,1.8034272e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026921709,0.000008978589,0.000041711843,0.000060482485,0.000018437455,0.0000015693502,0.0021473344,0.90497845,0.090322174,0.0005641443,3.2585672e-7,0.0018294897],"study_design_scores_gemma":[0.0006940153,0.000066458466,0.0004964506,0.00006228643,0.000013269846,0.000006338681,0.0006141285,0.99535173,0.0018516517,0.0007162204,0.0000075169733,0.00011992987],"about_ca_topic_score_codex":0.00039711452,"about_ca_topic_score_gemma":0.00019651801,"teacher_disagreement_score":0.4293564,"about_ca_system_score_codex":0.000038746657,"about_ca_system_score_gemma":0.000014309902,"threshold_uncertainty_score":0.36502567},"labels":[],"label_agreement":null},{"id":"W4255216461","doi":"10.4133/1.2923191","title":"A Numerical Modelling Procedure for the Study of the Streaming Potential Phenomenon in Embankment Dams","year":2003,"lang":"en","type":"article","venue":"Symposium on the Application of Geophysics to Engineering and Environmental Problems 2003","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"Core Research for Evolutional Science and Technology; BC Hydro","keywords":"Levee; Computer science; Numerical models; Streaming current; Geotechnical engineering; Phenomenon; Civil engineering; Geology; Engineering; Computer simulation; Simulation; Materials science; Physics","score_opus":0.004711259133373674,"score_gpt":0.17036022960130423,"score_spread":0.16564897046793056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4255216461","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7763079,0.00014465339,0.22065161,0.00008444492,0.00013064114,0.002457628,0.00002124784,0.000042863318,0.00015902995],"genre_scores_gemma":[0.99905103,0.00003567218,0.0003098162,0.0000107373635,0.000019040057,0.0005116699,0.0000034941315,0.00003591201,0.000022639653],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918395,0.00001416828,0.00026371973,0.00017837703,0.00017246307,0.00018731144],"domain_scores_gemma":[0.9995202,0.00005608119,0.000046173784,0.0003362957,0.0000075648127,0.000033706965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018387062,0.00017421543,0.00016122719,0.000033427015,0.000070228896,0.000010693898,0.0001872956,0.000035357996,7.626893e-7],"category_scores_gemma":[0.0000049862747,0.00011320549,0.00003836059,0.000230117,0.000020324327,0.000031226653,0.00002510845,0.00014316592,0.0000012274787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006382758,0.00014232863,0.00005500314,0.00006908314,0.000034979326,3.0098118e-8,0.0007939859,0.9715103,0.025956111,0.00096808467,0.000007763777,0.00045592908],"study_design_scores_gemma":[0.00037241683,0.00013004958,0.0007884835,0.000039411614,0.000029719735,0.0000011919443,0.00041454704,0.99290067,0.0044856723,0.000119004595,0.0005615702,0.00015726198],"about_ca_topic_score_codex":0.00002035606,"about_ca_topic_score_gemma":6.924229e-7,"teacher_disagreement_score":0.22274314,"about_ca_system_score_codex":0.000057191624,"about_ca_system_score_gemma":0.0000050384865,"threshold_uncertainty_score":0.46163857},"labels":[],"label_agreement":null},{"id":"W4280520692","doi":"10.1139/cgj-2021-0565","title":"Suffusion of sand–clay mixture by three-staged change of ionic strength","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Science and ICT, South Korea; National Research Foundation of Korea; National Research Foundation","keywords":"Kaolinite; Montmorillonite; Clay minerals; Illite; Expansive clay; Geotechnical engineering; Hydraulic conductivity; Clay soil; Soil water; Ionic strength; Geology; Materials science; Mineralogy; Composite material; Chemistry; Soil science","score_opus":0.008980478210595007,"score_gpt":0.18521638967194512,"score_spread":0.17623591146135012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280520692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96361876,0.010542198,0.016824208,0.0016354339,0.0022663716,0.00057380216,0.0019636005,0.00034819177,0.0022274405],"genre_scores_gemma":[0.99947983,0.00013393362,0.00014965377,0.00004509119,0.00008872411,0.000009367904,0.000025188241,0.000030071657,0.000038116905],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989469,0.00003522192,0.0003265304,0.000097081174,0.00025606985,0.0003382207],"domain_scores_gemma":[0.99930066,0.00003375956,0.00005833959,0.00020324618,0.000035036726,0.00036896608],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003750295,0.00012861473,0.00023326892,0.00022347532,0.00012384742,0.000009623169,0.0003169389,0.00010491332,0.00050152413],"category_scores_gemma":[0.00003100251,0.00013268381,0.00011330841,0.00029237382,0.00003246379,0.000053852065,0.000037493555,0.00087865244,0.0000017265902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043941785,0.00013655546,0.0008851183,0.0002511319,0.00026373332,0.00029377648,0.00069993216,0.73418194,0.085627615,0.0005681,0.092910655,0.084137484],"study_design_scores_gemma":[0.0044709677,0.0015690273,0.015960008,0.00056797446,0.00025738718,0.0012553812,0.00042139378,0.45022714,0.026561873,0.0015551607,0.49475953,0.0023941593],"about_ca_topic_score_codex":0.0024120528,"about_ca_topic_score_gemma":0.0007370663,"teacher_disagreement_score":0.40184888,"about_ca_system_score_codex":0.00027390275,"about_ca_system_score_gemma":0.000119017604,"threshold_uncertainty_score":0.5491338},"labels":[],"label_agreement":null},{"id":"W4281928250","doi":"10.1061/(asce)gm.1943-5622.0002468","title":"A Progressive Approach to Account for Large-Scale Roughness of Concrete–Rock Interface in Practical Stability Analyses for Dam Safety Evaluation","year":2022,"lang":"en","type":"article","venue":"International Journal of Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Cohesion (chemistry); Geotechnical engineering; Gravity dam; Finite element method; Surface finish; Geology; Nonlinear system; Scale (ratio); Foundation (evidence); Stability (learning theory); Structural engineering; Engineering; Computer science; Mechanical engineering","score_opus":0.05254277492122691,"score_gpt":0.3621434749782767,"score_spread":0.3096007000570498,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281928250","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11014935,0.00023166781,0.88730097,0.0001982808,0.0010117954,0.0006132859,0.0004206369,0.000016964,0.00005702999],"genre_scores_gemma":[0.9786803,0.000010490599,0.020925887,0.000021556272,0.00011455993,0.00016545947,0.000052238363,0.000023609118,0.000005909098],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982598,0.000056789566,0.0006756881,0.00014476679,0.00067646016,0.00018653311],"domain_scores_gemma":[0.99846095,0.0002502233,0.00022631293,0.00012330491,0.0008801125,0.000059078004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00198873,0.00012379608,0.00029486298,0.00024187793,0.00003546867,0.000024349434,0.0003417954,0.00004758614,0.00004567917],"category_scores_gemma":[0.0005391809,0.00012464864,0.00015036383,0.00019188461,0.00000386458,0.00020526627,0.00009398854,0.00023682631,3.5967193e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086883083,0.00014011312,0.000028143988,0.000081693266,0.0002407076,0.0000024262238,0.0010700821,0.989001,0.0060117724,0.001069319,0.0002958505,0.0011901],"study_design_scores_gemma":[0.0016869381,0.00027742438,0.000066713605,0.000045910143,0.0000628749,0.00005945974,0.0016756963,0.9854637,0.0055987937,0.0006836735,0.0042456156,0.00013323408],"about_ca_topic_score_codex":0.0000027903452,"about_ca_topic_score_gemma":0.00000332034,"teacher_disagreement_score":0.8685309,"about_ca_system_score_codex":0.00059825863,"about_ca_system_score_gemma":0.00013772871,"threshold_uncertainty_score":0.5083024},"labels":[],"label_agreement":null},{"id":"W4285209777","doi":"10.1051/e3sconf/202234601012","title":"The development of a risk screening indexing tool for prioritizing dam safety remedial works","year":2022,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada); Hydro One (Canada)","funders":"World Bank Group","keywords":"Portfolio; Remedial education; Risk assessment; Risk analysis (engineering); Process (computing); Engineering; Commission; Safety monitoring; Remedial action; Forensic engineering; Civil engineering; Computer science; Business; Computer security; Psychology; Finance","score_opus":0.01604066050725093,"score_gpt":0.22263095449300094,"score_spread":0.20659029398575002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285209777","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6188935,0.0012995774,0.37088314,0.000067218745,0.0016025082,0.0005415864,0.000089731315,0.00027794673,0.006344773],"genre_scores_gemma":[0.9815535,0.000089451074,0.01818524,0.0000019080503,0.00006626608,0.00005285268,0.000013450257,0.000015794789,0.000021550539],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99891716,0.000030552612,0.0004612402,0.00011109218,0.00025920905,0.00022074307],"domain_scores_gemma":[0.9990986,0.0005754089,0.00009721933,0.00014662911,0.00005283342,0.000029330256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008973918,0.00011597697,0.00020879164,0.000069480666,0.00030021355,0.000023875762,0.00027257722,0.00003675614,0.000021673517],"category_scores_gemma":[0.00014570783,0.000100695564,0.00006607777,0.00015109891,0.000038387174,0.000058351798,0.000081438084,0.00022858194,3.1478257e-7],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000226909,0.000029190242,0.011535151,0.00017049626,0.00032468702,0.0000011869619,0.005531013,0.15496811,0.0029672072,0.008405516,0.00018678072,0.81565374],"study_design_scores_gemma":[0.003359917,0.00024248353,0.10456646,0.0008386124,0.00012451746,0.0000068600943,0.012397833,0.51917523,0.013004061,0.0013195397,0.3437163,0.0012482055],"about_ca_topic_score_codex":0.000006591647,"about_ca_topic_score_gemma":0.000058454276,"teacher_disagreement_score":0.81440556,"about_ca_system_score_codex":0.000032203345,"about_ca_system_score_gemma":0.0002682876,"threshold_uncertainty_score":0.4106246},"labels":[],"label_agreement":null},{"id":"W4289388952","doi":"","title":"Évaluation de la cohésion apparente d'une discontinuité rocheuse non liée : application aux fondations des barrages-poids","year":2018,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Cohesion (chemistry); Joint (building); Geology; Geotechnical engineering; Computer science; Civil engineering; Engineering; Physics","score_opus":0.011584698743090534,"score_gpt":0.23400914634811695,"score_spread":0.22242444760502642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289388952","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30053583,0.0004085345,0.6762775,0.00044476177,0.00021589815,0.000442846,0.000056862427,0.0007349536,0.02088278],"genre_scores_gemma":[0.9394422,0.0010079166,0.055476565,0.000013751691,0.000080630016,0.00031239554,0.001413687,0.000115723094,0.002137133],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99655247,0.0014332146,0.0005838878,0.00061304343,0.00038052668,0.00043683904],"domain_scores_gemma":[0.99599856,0.00075904944,0.0002057445,0.0017872353,0.0010359035,0.00021350135],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0045086658,0.00043862243,0.00037480216,0.00027344687,0.00036927123,0.00038792906,0.0009147921,0.00044113814,0.00005621258],"category_scores_gemma":[0.000876964,0.00050289254,0.00019775634,0.0005126579,0.00026617217,0.00020207543,0.00051634107,0.0007424664,0.00006917745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004953449,0.0013037953,0.009411374,0.0023503904,0.00065190805,0.000009006497,0.072049454,0.15779878,0.11605709,0.0250055,0.010766573,0.6045466],"study_design_scores_gemma":[0.0007140157,0.0000012694074,0.03485493,0.0022074035,0.00014598748,0.000013642453,0.00015345437,0.8730378,0.064555354,0.009263927,0.014155757,0.0008964123],"about_ca_topic_score_codex":0.000771522,"about_ca_topic_score_gemma":0.0007460488,"teacher_disagreement_score":0.71523905,"about_ca_system_score_codex":0.00030594514,"about_ca_system_score_gemma":0.00020509267,"threshold_uncertainty_score":0.99974227},"labels":[],"label_agreement":null},{"id":"W4289776535","doi":"","title":": The determination of the mechanical properties governing the stability of an existing dam is complex, in particular because of the discontinuities present in the foundation and the interface between the dam and the foundation. These properties are the tensile strength, the cohesion and the angle of friction. EDF, IRSTEA, Sherbrooke University, Hydro-Québec, Clermont-Auvergne University and IFSTTAR have initiated research in order to produce data useful for understanding the failure mechanisms and to propose methodologies to assess mechanical properties in an engineering context. The results of the tensile and shear tests on concrete-rock interfaces are published in the present article. The main results can be summarized as follows. The tensile strengths obtained in tests are between 0.2 and 0.5 MPa depending on the rock type whereas a null tensile strength is usually assumed for initial calculations. The cohesion ranges between 1 and 2.5 MPa in large scale tests, as compared to 100 kPa recommended for initial calculations. These results outline the conservatism of default values and the hidden margins generally present in mechanical characteristic estimations. All the test results can be exchanged and shared with the engineers interested in the subject. The article also presents methodologies for determining the characteristics of rock discontinuities in shear and thus the tensile strength characteristics of the concrete-rock interface. Perspectives are proposed such as the characterization of the apparent cohesion of rock discontinuities and the estimation of the geometry of the dam-foundation contact by non-destructive methods.","year":2018,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec; Université de Sherbrooke","funders":"","keywords":"Ton; Humanities; Art; History; Archaeology","score_opus":0.13116928167988534,"score_gpt":0.33892764855836394,"score_spread":0.2077583668784786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289776535","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9322249,0.00027498233,0.0009992043,0.053491876,0.000052730044,0.011685134,0.001256556,0.000010413513,0.0000041542257],"genre_scores_gemma":[0.9989558,0.00018718041,0.00017494433,0.00009654741,0.000024644703,0.00045942413,0.00005177302,0.00003764532,0.000012055348],"study_design_codex":"qualitative","study_design_gemma":"observational","domain_scores_codex":[0.98145145,0.01508642,0.0015516188,0.00062215043,0.000856713,0.00043167477],"domain_scores_gemma":[0.94118077,0.05344848,0.0019500181,0.0022406043,0.0011367105,0.000043434255],"candidate_categories":["metaresearch","sts"],"consensus_categories":[],"category_scores_codex":[0.020427275,0.0005130842,0.0009130269,0.00012764666,0.001370966,0.0004805804,0.0022975614,0.00016824229,6.375345e-7],"category_scores_gemma":[0.02578053,0.0001394876,0.00011453352,0.000994554,0.0025990698,0.00031587717,0.0020031629,0.0010851722,1.1396173e-8],"study_design_candidate":"qualitative","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.015626177,0.0003751414,0.04624613,0.00083660043,0.00084896863,7.725317e-7,0.8969588,0.010943606,0.020353492,0.0038162374,0.00007485936,0.003919167],"study_design_scores_gemma":[0.003805679,0.00014009241,0.4543047,0.001955677,0.0003844199,0.0000062481563,0.24872427,0.27439576,0.015142594,0.00092878373,0.000017561371,0.00019421136],"about_ca_topic_score_codex":0.00720383,"about_ca_topic_score_gemma":0.0440342,"teacher_disagreement_score":0.6482346,"about_ca_system_score_codex":0.00015369589,"about_ca_system_score_gemma":0.0002221653,"threshold_uncertainty_score":0.99992913},"labels":[],"label_agreement":null},{"id":"W4293227793","doi":"10.1007/s12046-022-01816-3","title":"Influence of drainage blanket clogging on response of homogeneous earthen dams","year":2022,"lang":"en","type":"article","venue":"Sadhana","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Clogging; Drainage; Geotechnical engineering; Homogeneous; Geology; Environmental science; Ecology","score_opus":0.004856027939840602,"score_gpt":0.19696567929928485,"score_spread":0.19210965135944424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4293227793","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99726474,0.00017830498,0.00015862628,0.000024966295,0.000101501166,0.00006895622,0.00007163454,0.00013485087,0.001996415],"genre_scores_gemma":[0.99964005,0.000009590595,0.00012706766,0.00001859385,0.000013871179,0.000009991922,0.0000050614694,0.000025133351,0.00015063984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993114,0.000051149647,0.00018482974,0.00010170844,0.00018511317,0.0001658231],"domain_scores_gemma":[0.9994954,0.00012638471,0.000029268147,0.0002986913,0.000014850928,0.00003539205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003390036,0.00009573064,0.00016146645,0.0001340936,0.000038721413,0.0000027455526,0.00018207339,0.000025329642,0.000046905854],"category_scores_gemma":[0.00005653908,0.000106397005,0.000050894592,0.00020600704,0.000023233702,0.000023725464,0.000054489275,0.00014393865,0.0000060690445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009889111,0.00001524144,0.00011691897,0.000048835704,0.00002505328,0.000020608562,0.00062800595,0.95546806,0.04224871,0.00024237971,0.0001343198,0.00095300446],"study_design_scores_gemma":[0.0038787879,0.0032782902,0.293717,0.00054800225,0.00015444799,0.0002097877,0.0020480826,0.24938333,0.36911327,0.0018163696,0.07344722,0.0024054283],"about_ca_topic_score_codex":0.000017711189,"about_ca_topic_score_gemma":0.0000013928687,"teacher_disagreement_score":0.70608467,"about_ca_system_score_codex":0.000043045697,"about_ca_system_score_gemma":0.000015200615,"threshold_uncertainty_score":0.4338744},"labels":[],"label_agreement":null},{"id":"W4295857792","doi":"10.18280/ijdne.170409","title":"Analysis of Slope Stability and Soil Liquefaction of Zoned Earth Dams Using Numerical Modeling","year":2022,"lang":"en","type":"article","venue":"International Journal of Design & Nature and Ecodynamics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Water Resources","keywords":"Liquefaction; Geotechnical engineering; Pore water pressure; Piping; Geology; Soil liquefaction; Slope stability; Dam failure; Factor of safety; Environmental science; Flood myth","score_opus":0.013031336514652894,"score_gpt":0.24167630049742997,"score_spread":0.22864496398277706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295857792","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63874596,0.00035500372,0.36057624,0.000017597384,0.00023101585,0.000019167628,0.000027266035,0.000006295813,0.000021481843],"genre_scores_gemma":[0.9945171,0.00022879292,0.0051934924,0.000008152294,0.000031680567,4.60561e-7,0.000008503688,0.0000097446655,0.0000020773482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991545,0.000037054564,0.00038104368,0.00007449966,0.00027899383,0.00007389184],"domain_scores_gemma":[0.9995168,0.0000795442,0.00013247273,0.000061219165,0.0001699053,0.000040059436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004036793,0.00008214229,0.00025252477,0.00035104709,0.0000279312,0.000012690552,0.00011438222,0.00006267817,0.000020776932],"category_scores_gemma":[0.000035094334,0.000081783954,0.00009502649,0.0002312401,0.0000141135515,0.00013210242,0.000037071255,0.00038499065,2.024943e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009499173,0.000026590724,0.001133976,0.000015533185,0.0007353791,0.0000050987164,0.00019908391,0.9895317,0.0069746845,0.00008530988,0.0000017944734,0.0011958453],"study_design_scores_gemma":[0.00020036787,0.0000575288,0.0014177813,0.00001477786,0.00017924368,0.000043753236,0.000109349974,0.9971348,0.0006255072,0.00013408455,0.00001433884,0.00006846173],"about_ca_topic_score_codex":0.00001610813,"about_ca_topic_score_gemma":0.0000064516644,"teacher_disagreement_score":0.35577115,"about_ca_system_score_codex":0.00007452058,"about_ca_system_score_gemma":0.00002855221,"threshold_uncertainty_score":0.3335053},"labels":[],"label_agreement":null},{"id":"W4297326071","doi":"10.1007/s41062-022-00940-7","title":"Influence of earthquake excitations on concrete gravity dams founded on homogeneous and layered foundation","year":2022,"lang":"en","type":"article","venue":"Innovative Infrastructure Solutions","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Foundation (evidence); Geology; Gravity dam; Geotechnical engineering; Structural engineering; Dissipation; Induced seismicity; Seismology; Nonlinear system; Crest; Seismic wave; Finite element method; Engineering; Physics","score_opus":0.010198643327764073,"score_gpt":0.2311587444142961,"score_spread":0.22096010108653202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297326071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9881233,0.00002351489,0.009251444,0.00007688479,0.0002697962,0.00021697617,0.00034448176,0.00018838396,0.0015051977],"genre_scores_gemma":[0.9987633,0.000006969378,0.00087217946,0.000081747836,0.00003551905,0.0000656531,0.00012138918,0.000025846562,0.00002737748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9989829,0.000054353615,0.0002985243,0.00019324433,0.00024086947,0.00023010543],"domain_scores_gemma":[0.99930745,0.00014953081,0.00007405409,0.00024366769,0.00018020447,0.000045069286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015849114,0.00018313652,0.00018879991,0.00026436575,0.00036637235,0.000019738873,0.00012510887,0.000060523504,0.00005518359],"category_scores_gemma":[0.00012325516,0.00020199845,0.000032367523,0.0010169022,0.00012124354,0.00010317438,0.000058495407,0.00046702643,0.0000057891307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019048251,0.0000064843657,0.000312732,0.000019403526,0.000058791797,0.0000022246702,0.00064325536,0.94814104,0.012022336,0.03590721,0.00030796352,0.0025595373],"study_design_scores_gemma":[0.0020885405,0.0013679311,0.8755456,0.00011064829,0.000048805134,0.00008831718,0.0010256585,0.06963496,0.0037939092,0.02605687,0.019089375,0.0011493788],"about_ca_topic_score_codex":0.000016606618,"about_ca_topic_score_gemma":0.000006459749,"teacher_disagreement_score":0.87850606,"about_ca_system_score_codex":0.0001489278,"about_ca_system_score_gemma":0.000047559173,"threshold_uncertainty_score":0.8237258},"labels":[],"label_agreement":null},{"id":"W4297394223","doi":"10.1520/gtj20210268","title":"Large Permeameter for Continuing Erosion Filter Tests","year":2022,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Powertech Labs (Canada); BC Hydro (Canada)","funders":"","keywords":"Permeameter; Internal erosion; Geotechnical engineering; Levee; Erosion; Filter (signal processing); Inflow; Environmental science; Geology; Engineering; Hydraulic conductivity; Soil water; Soil science","score_opus":0.022083058430113708,"score_gpt":0.23584860977188102,"score_spread":0.2137655513417673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297394223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5227375,0.00043105776,0.47224328,0.00022269224,0.0015635646,0.00031837515,0.000096778895,0.0016441735,0.0007426116],"genre_scores_gemma":[0.9746215,0.000005802084,0.024762368,0.000070504604,0.00032315322,0.000052112402,0.000007802218,0.000060702354,0.00009610804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871874,0.00002815859,0.00034708658,0.00015297218,0.00024306242,0.00051000837],"domain_scores_gemma":[0.99921376,0.00037620435,0.000050715138,0.00017320475,0.000058841302,0.00012727428],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009221234,0.00015841848,0.00019895707,0.00010285354,0.0003654074,0.000070845665,0.0002611882,0.00006071436,0.00008963063],"category_scores_gemma":[0.00067879906,0.00015760466,0.00013480973,0.00021482431,0.000017138194,0.000087053115,0.00012471083,0.0009229,0.0000069164917],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023933446,0.00008596671,0.00062437967,0.00007485492,0.000041538147,0.00006752122,0.00025096416,0.90328676,0.055766832,0.0002481935,0.013200032,0.026329055],"study_design_scores_gemma":[0.0016032066,0.00044075033,0.0045724,0.0001825253,0.00004912265,0.0018256526,0.00010680738,0.8833875,0.0005027122,0.002084682,0.10458097,0.00066366687],"about_ca_topic_score_codex":5.500688e-7,"about_ca_topic_score_gemma":1.8782254e-7,"teacher_disagreement_score":0.45188397,"about_ca_system_score_codex":0.00012567372,"about_ca_system_score_gemma":0.000012807142,"threshold_uncertainty_score":0.64269316},"labels":[],"label_agreement":null},{"id":"W4297966381","doi":"","title":"Condition evaluation of water retaining structures by a functional approach: comparative practices in Canada and France","year":2011,"lang":"en","type":"article","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geography","score_opus":0.03645950310466449,"score_gpt":0.22260660401639806,"score_spread":0.1861471009117336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4297966381","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96406597,0.00041078494,0.018636119,0.000060788658,0.00004969948,0.0001150805,0.00001722675,0.00003409674,0.016610239],"genre_scores_gemma":[0.99606,0.000026162634,0.0036579138,0.000005808393,0.0000028152,0.000019423751,0.0001379176,0.000008169703,0.00008175752],"study_design_codex":"qualitative","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987869,0.0005557411,0.00018593337,0.00014009979,0.0002180946,0.000113191934],"domain_scores_gemma":[0.99916214,0.0001776312,0.00008389013,0.00020548838,0.00033359704,0.000037284863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001520325,0.00008689951,0.0001190312,0.000049233593,0.00004758565,0.000016139888,0.00009620517,0.00003470065,0.000070755974],"category_scores_gemma":[0.00013597158,0.0000810065,0.000013391015,0.00009788065,0.00004193455,0.0001416085,0.000024547833,0.0001221061,8.032535e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015094463,0.0009232685,0.21758963,0.0012988157,0.00073010084,0.000006507871,0.2507426,0.18912706,0.16194525,0.06840248,0.0056689833,0.10341436],"study_design_scores_gemma":[0.0008265229,4.779384e-7,0.1927094,0.00016320865,0.00003567143,0.000006500912,0.0009385866,0.6504596,0.15271999,0.0010395965,0.00083877007,0.00026166125],"about_ca_topic_score_codex":0.091257334,"about_ca_topic_score_gemma":0.10798819,"teacher_disagreement_score":0.46133256,"about_ca_system_score_codex":0.00007933746,"about_ca_system_score_gemma":0.00007485466,"threshold_uncertainty_score":0.9147941},"labels":[],"label_agreement":null},{"id":"W4301396626","doi":"10.1002/geot.202200047","title":"Practical recommendations for machine learning in underground rock engineering – On algorithm development, data balancing, and input variable selection","year":2022,"lang":"en","type":"article","venue":"Geomechanics and Tunnelling","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Toolbox; Machine learning; Computer science; Algorithm; Process (computing); Artificial intelligence; Resource (disambiguation); Data mining","score_opus":0.02771238770067212,"score_gpt":0.24270195472957568,"score_spread":0.21498956702890357,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4301396626","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016915476,0.00019794903,0.9972032,0.00012568405,0.00038529115,0.00014211173,0.0000432093,0.00018458754,0.000026446725],"genre_scores_gemma":[0.6529798,0.0005496831,0.34496158,0.000067501416,0.00016730581,0.00012952837,0.00085562904,0.00011493391,0.00017405936],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991626,0.00001497871,0.00020744836,0.00026117527,0.00009202697,0.00026175947],"domain_scores_gemma":[0.9996112,0.00018125825,0.000026600022,0.00010966255,0.000012739533,0.00005856848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057582604,0.00014137225,0.00014557995,0.0001607337,0.00025524173,0.000054323507,0.00007715469,0.00004658621,0.000015744316],"category_scores_gemma":[0.00005761433,0.00017407778,0.00000979708,0.00021719043,9.605349e-7,0.00014377537,0.00012435857,0.0004389664,8.3881747e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006487146,0.000021748041,0.000026675576,0.00007033612,0.00003628967,0.000001512565,0.00012882405,0.98575616,0.00031798743,0.004260933,0.00017484633,0.009198215],"study_design_scores_gemma":[0.00030647268,0.000047262518,0.000011202287,0.000026506528,0.000009375546,0.000027698741,0.00007339386,0.9031233,0.000059784838,0.0003280312,0.09580968,0.0001772577],"about_ca_topic_score_codex":0.000016465936,"about_ca_topic_score_gemma":0.000009836102,"teacher_disagreement_score":0.6522416,"about_ca_system_score_codex":0.00010359858,"about_ca_system_score_gemma":0.00002657948,"threshold_uncertainty_score":0.7098686},"labels":[],"label_agreement":null},{"id":"W4302615106","doi":"","title":"Approach to improving the quality of data used to analyse dams - Illustrations by two methods","year":2014,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Quality (philosophy); Computer science; Data science; Epistemology; Philosophy","score_opus":0.1508250408593202,"score_gpt":0.41196215713795925,"score_spread":0.26113711627863906,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4302615106","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008788728,0.00006955117,0.98209643,0.00012601494,0.00033972017,0.0004773094,0.00048343738,0.00036539458,0.0072533945],"genre_scores_gemma":[0.5387916,0.0000034401871,0.46010303,0.000047680624,0.00011525289,0.0000650312,0.0005599071,0.000049031012,0.00026504445],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99802345,0.00019590522,0.00068560586,0.00054587016,0.00026293128,0.0002862575],"domain_scores_gemma":[0.99635446,0.00029043492,0.00007197601,0.0030467769,0.00006309995,0.0001732339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003096277,0.00031652293,0.0005646036,0.000119163065,0.00004866233,0.00008669662,0.0015581803,0.00016299896,0.000018449135],"category_scores_gemma":[0.00029731673,0.00024218399,0.00011153902,0.00029560778,0.00002381974,0.00008137329,0.0011284733,0.00052783714,0.000009864538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002652816,0.00002475531,0.000017866943,0.00027409452,0.00017381588,4.8391023e-8,0.00048421868,0.9664048,0.014572866,0.0005755488,0.0053280145,0.012141306],"study_design_scores_gemma":[0.00013616701,0.00001045274,0.0004641292,0.000027475851,0.00009773067,5.7123543e-7,0.00019958497,0.9897728,0.0027354213,0.000064584,0.0060230996,0.00046801567],"about_ca_topic_score_codex":0.0014244862,"about_ca_topic_score_gemma":0.00013848649,"teacher_disagreement_score":0.53000283,"about_ca_system_score_codex":0.00006291306,"about_ca_system_score_gemma":0.0000396216,"threshold_uncertainty_score":0.98759764},"labels":[],"label_agreement":null},{"id":"W4303521005","doi":"10.1016/j.enggeo.2022.106871","title":"Analysis of deformation and leakage performance of Xiluodu reservoir dam foundation using a coupled two-factor stress-deformation-seepage model","year":2022,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Arch dam; Geotechnical engineering; Geology; Deformation (meteorology); Rock mass classification; Permeability (electromagnetism); Foundation (evidence); Deformation monitoring; Arch; Engineering; Structural engineering; Law","score_opus":0.011391647677182225,"score_gpt":0.2148835146496011,"score_spread":0.20349186697241886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4303521005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88062733,0.00012314094,0.11870707,0.000005549818,0.00016627759,0.00010628753,0.00005640741,0.00014412266,0.0000638261],"genre_scores_gemma":[0.9970072,0.000052540276,0.002682442,0.000002815117,0.000016886645,0.000020843534,0.00017436306,0.000027966416,0.00001497811],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989051,0.000018364231,0.0004892504,0.00013624462,0.00020751561,0.00024350372],"domain_scores_gemma":[0.9994695,0.00006195403,0.000103395876,0.00026089142,0.000056746594,0.000047482208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002515955,0.00017430245,0.00038430147,0.0006963662,0.0000754123,0.000008254018,0.00015061001,0.000059363745,0.00005306265],"category_scores_gemma":[0.000030659256,0.00020144008,0.000078023106,0.0007203895,0.000026669937,0.00029618555,0.000091264024,0.00021637091,8.900678e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013977704,0.000012730563,0.003837365,0.00025086178,0.00025674098,5.222514e-7,0.00071692275,0.9850402,0.009426519,0.00019635542,0.0000016616979,0.000246168],"study_design_scores_gemma":[0.00031949446,0.00004560301,0.01698518,0.000014076376,0.00012814446,0.000006621033,0.000053507432,0.98106426,0.0011736405,0.0000059891186,0.000032244683,0.00017122306],"about_ca_topic_score_codex":0.000054705462,"about_ca_topic_score_gemma":0.000010392073,"teacher_disagreement_score":0.11637984,"about_ca_system_score_codex":0.0001232043,"about_ca_system_score_gemma":0.000020158861,"threshold_uncertainty_score":0.8214488},"labels":[],"label_agreement":null},{"id":"W4310723599","doi":"","title":"Analyse comparée de deux méthodes d'amélioration de la qualité des données utilisées lors de l'expertise de barrages","year":2011,"lang":"en","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Quality (philosophy); Statistics; Computer science; Mathematics","score_opus":0.03232512436175233,"score_gpt":0.2533248359788562,"score_spread":0.22099971161710386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310723599","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5267158,0.0018983972,0.46295768,0.00016297073,0.00007940229,0.0001303322,0.000028567816,0.0006572745,0.007369544],"genre_scores_gemma":[0.85401416,0.0023127773,0.14293085,0.000026657877,0.00003479331,0.00009156346,0.00015210267,0.00008920695,0.00034786537],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99371684,0.0043847566,0.0005372633,0.00046908192,0.00023912755,0.00065292075],"domain_scores_gemma":[0.9964228,0.0012294941,0.0001642032,0.0014010265,0.0004336063,0.00034884596],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0069803293,0.0004467056,0.00045872328,0.0002870694,0.00026875132,0.00040094118,0.0010462938,0.00046388403,0.000060100734],"category_scores_gemma":[0.001366175,0.0005092871,0.0002451953,0.0003303756,0.00031095697,0.0001726503,0.00038292047,0.0007890928,0.000014646191],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000086343825,0.0012231141,0.10390496,0.0034141236,0.0011036653,0.00008034615,0.27582264,0.38797292,0.092044875,0.059297904,0.0031109285,0.07193816],"study_design_scores_gemma":[0.00058367057,0.0000010180712,0.08167697,0.0028288856,0.00019950679,0.000061921826,0.0010620361,0.6589556,0.23621196,0.015161779,0.002084393,0.0011723171],"about_ca_topic_score_codex":0.0026669472,"about_ca_topic_score_gemma":0.0021053024,"teacher_disagreement_score":0.32729834,"about_ca_system_score_codex":0.00056478195,"about_ca_system_score_gemma":0.00028731945,"threshold_uncertainty_score":0.9997359},"labels":[],"label_agreement":null},{"id":"W4310822466","doi":"","title":"Evaluation of the condition of hydraulic works for support to maintenance: comparison of practices at Hydro-Québec and Cemagref on port-folios of dams and flood control dykes, Q.86 - R.65, Vol. III","year":2006,"lang":"fr","type":"preprint","venue":"HAL (Le Centre pour la Communication Scientifique Directe)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Flood control; Port (circuit theory); Flood myth; Environmental science; Control (management); Civil engineering; Engineering; Hydrology (agriculture); Computer science; Geotechnical engineering; Electrical engineering; Geography; Archaeology","score_opus":0.017743839634646867,"score_gpt":0.2655645708166471,"score_spread":0.2478207311820002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4310822466","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92472726,0.003116859,0.061413445,0.0025535226,0.00038826498,0.0018755803,0.0004824129,0.000043449716,0.0053991796],"genre_scores_gemma":[0.993275,0.00026036412,0.0051060547,0.0000112929765,0.000019333982,0.00010199473,0.0002713137,0.00004183704,0.00091284077],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9959129,0.0014260956,0.0011902989,0.00045733157,0.000738527,0.00027484252],"domain_scores_gemma":[0.99213374,0.0017666685,0.001815095,0.001197027,0.002976569,0.00011092737],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0070496383,0.00032935585,0.00080737314,0.00018509483,0.0001215153,0.000035661546,0.00047334243,0.00027979718,0.00005273302],"category_scores_gemma":[0.0027944525,0.00031262144,0.00019046113,0.0002664376,0.000314204,0.00012927788,0.00029810157,0.0003402437,0.0000012669796],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007253804,0.0034016452,0.047864366,0.0069825244,0.0018748712,0.0000013840317,0.032440346,0.586632,0.10701047,0.03949111,0.006496769,0.16707912],"study_design_scores_gemma":[0.0040681227,0.000016369473,0.10779283,0.0069595613,0.0011432382,0.000009102807,0.00035176377,0.6993102,0.17464982,0.0008518001,0.0043434403,0.00050379767],"about_ca_topic_score_codex":0.006922583,"about_ca_topic_score_gemma":0.00752964,"teacher_disagreement_score":0.16657533,"about_ca_system_score_codex":0.0002277283,"about_ca_system_score_gemma":0.00027786696,"threshold_uncertainty_score":0.9999326},"labels":[],"label_agreement":null},{"id":"W4311449806","doi":"10.1139/cgj-2022-0098","title":"Degradation of soil arching caused by suffusion in gap-graded soils","year":2022,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Soil water; Internal erosion; Geotechnical engineering; Compaction; Discrete element method; Geology; Erosion; Porosity; Soil science","score_opus":0.010164063644032951,"score_gpt":0.1951726762026902,"score_spread":0.18500861255865725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311449806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99020183,0.0004945264,0.007314744,0.0005327387,0.0004529607,0.000109871035,0.000072694274,0.0001097165,0.0007109041],"genre_scores_gemma":[0.99961746,0.00006306883,0.000111967995,0.000052079733,0.00003580848,0.00000763922,0.000023618808,0.000027010135,0.00006132865],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893206,0.00004869306,0.00034249338,0.000097947464,0.00021672067,0.00036210127],"domain_scores_gemma":[0.99945396,0.00004104062,0.000036563364,0.00013805335,0.000015176358,0.00031522897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045720264,0.00010832092,0.00017252241,0.00037894832,0.0001242665,0.000019799101,0.00023192549,0.00006689156,0.00009827165],"category_scores_gemma":[0.000052625124,0.00012416425,0.00006383161,0.00032179384,0.000018515446,0.000068773224,0.000025950643,0.00094335637,0.000002182938],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000037233465,0.000012728539,0.000186066,0.000014231548,0.000011480502,0.000068191555,0.00008852134,0.9811027,0.008481787,0.0002059653,0.0046530915,0.005171491],"study_design_scores_gemma":[0.0014059473,0.00015776737,0.006161793,0.0001240965,0.000024031478,0.00042365878,0.0003549186,0.9513679,0.0019812505,0.0013181771,0.036030672,0.0006497937],"about_ca_topic_score_codex":0.006350796,"about_ca_topic_score_gemma":0.004443969,"teacher_disagreement_score":0.031377584,"about_ca_system_score_codex":0.00058172183,"about_ca_system_score_gemma":0.00015569692,"threshold_uncertainty_score":0.96005464},"labels":[],"label_agreement":null},{"id":"W4311454662","doi":"10.1007/978-981-19-3322-6_2","title":"Ground Improvement Using Prefabricated Vertical Drains with Preloading for Port Park Area at Chittagong, Bangladesh","year":2022,"lang":"en","type":"book-chapter","venue":"Developments in geotechnical engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Silt; Geotechnical engineering; Yard; Consolidation (business); Geology; Port (circuit theory); Drainage; Hydrology (agriculture); Mining engineering; Engineering; Geomorphology","score_opus":0.01584150650247204,"score_gpt":0.20149529452965578,"score_spread":0.18565378802718374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311454662","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16255419,0.0032146259,0.63906264,0.00016743082,0.007634664,0.0148873525,0.0011393512,0.0152433105,0.15609644],"genre_scores_gemma":[0.9262721,0.00042623508,0.04620311,0.00009809699,0.0003598148,0.0017272959,0.0015573823,0.0018608492,0.021495134],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9965377,0.000005245511,0.001010595,0.0008010825,0.000611379,0.00103404],"domain_scores_gemma":[0.9989151,0.00014112183,0.00007721168,0.0005521534,0.000047023786,0.00026743367],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00035343913,0.00094451354,0.0008933239,0.00054576644,0.00014437699,0.000051997562,0.0005043287,0.000564145,0.00016134174],"category_scores_gemma":[0.000054168413,0.0010278107,0.00018236149,0.00023068926,0.000045586574,0.00015580065,0.00037075116,0.0012138119,0.000008259709],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006377379,0.000038536495,0.000023850782,0.00053298625,0.00042597877,0.000116433795,0.00009633839,0.99101126,0.0022651004,0.003157463,0.00015945494,0.002108796],"study_design_scores_gemma":[0.0021879761,0.00027611837,0.00095242274,0.0013775388,0.00021314985,0.00016464829,0.000010196764,0.6457449,0.0012053243,0.000126523,0.34455407,0.003187096],"about_ca_topic_score_codex":0.000008950184,"about_ca_topic_score_gemma":0.0000063674684,"teacher_disagreement_score":0.7637179,"about_ca_system_score_codex":0.002721546,"about_ca_system_score_gemma":0.00011780189,"threshold_uncertainty_score":0.9992172},"labels":[],"label_agreement":null},{"id":"W4313422988","doi":"10.1016/j.prostr.2022.12.216","title":"Damage of a concrete gravity dam under the effect of the hydrodynamic loads","year":2022,"lang":"en","type":"article","venue":"Procedia Structural Integrity","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Acceleration; Geotechnical engineering; Gravity dam; Crest; Structural engineering; Geology; Seismic loading; Ultimate tensile strength; Seismic resistance; Peak ground acceleration; Seismology; Engineering; Materials science; Finite element method; Ground motion; Physics","score_opus":0.004530251059389141,"score_gpt":0.20904026280149873,"score_spread":0.2045100117421096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313422988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99788177,0.00015794215,0.000118722244,0.00008428037,0.0007741466,0.0002635096,0.00011939986,0.00008822991,0.000511994],"genre_scores_gemma":[0.9997941,0.0000037860245,0.00004682522,0.000013251168,0.000036220266,0.000030049456,0.000009914853,0.00002078772,0.00004506696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99904424,0.00009937579,0.0002448246,0.00013315796,0.00027886892,0.00019952122],"domain_scores_gemma":[0.99930966,0.00019555082,0.00006495197,0.00036553826,0.000031716394,0.00003257356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032686198,0.00017933868,0.0002606481,0.000033559314,0.00012161504,0.000009084428,0.00053706113,0.000052058334,0.00006757174],"category_scores_gemma":[0.00008368998,0.00009901943,0.00015153749,0.0003048961,0.00013419596,0.000053278978,0.00018927765,0.0008949556,0.0000011240284],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031984207,0.000009679557,0.04828281,0.0025779356,0.0006773164,0.000005852984,0.0032191155,0.7347049,0.19131355,0.011836053,0.0018727258,0.0051802006],"study_design_scores_gemma":[0.001083565,0.0003728961,0.24848032,0.0000675235,0.00017182733,0.00007321411,0.00039993288,0.6662498,0.07883784,0.0032219,0.00051617884,0.00052501354],"about_ca_topic_score_codex":0.00012783254,"about_ca_topic_score_gemma":0.000018206389,"teacher_disagreement_score":0.2001975,"about_ca_system_score_codex":0.00008978015,"about_ca_system_score_gemma":0.000022249278,"threshold_uncertainty_score":0.40378952},"labels":[],"label_agreement":null},{"id":"W4315646255","doi":"10.1139/cgj-2021-0159","title":"Empirical relationships for estimating the crest settlement of earth-core rockfill dams subjected to earthquakes","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Université Laval; Klohn Crippen Berger (Canada)","funders":"","keywords":"Settlement (finance); Crest; Geology; Geotechnical engineering; Human settlement; Ground motion; Strong ground motion; Seismology; Engineering; Computer science","score_opus":0.04796258522727469,"score_gpt":0.27601676215629684,"score_spread":0.22805417692902213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315646255","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6265794,0.00012367754,0.36194912,0.0075445133,0.0013294106,0.0007605379,0.00051124865,0.0007029063,0.0004992042],"genre_scores_gemma":[0.9910512,0.000006699023,0.008393902,0.00010047842,0.0002502183,0.000028708671,0.000032596487,0.000039518556,0.00009669275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988244,0.000026332513,0.0003803413,0.00011536098,0.00018308389,0.0004704604],"domain_scores_gemma":[0.9988768,0.00028621402,0.000032266125,0.00022516215,0.00008167828,0.000497856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007055431,0.00013068948,0.00017094797,0.00025576085,0.00028152272,0.000046402987,0.00026641472,0.000117452044,0.00002712344],"category_scores_gemma":[0.00071063463,0.00010732442,0.000103616316,0.00058508426,0.00002728573,0.000050172104,0.00002086359,0.0005763093,0.00004097799],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000038598564,0.000002773826,0.00056099606,0.000020338375,0.000027298289,0.000013582956,0.00016095863,0.9726817,0.00034642586,0.00012117042,0.02052848,0.005532386],"study_design_scores_gemma":[0.00026879567,0.00008834602,0.08647552,0.00012200963,0.00002805638,0.000089958194,0.000099867255,0.8416276,0.00018886084,0.00053970364,0.0702246,0.0002467012],"about_ca_topic_score_codex":0.0002215671,"about_ca_topic_score_gemma":0.002511011,"teacher_disagreement_score":0.3644718,"about_ca_system_score_codex":0.000087015214,"about_ca_system_score_gemma":0.00014235177,"threshold_uncertainty_score":0.43765628},"labels":[],"label_agreement":null},{"id":"W4321485025","doi":"10.1016/j.compgeo.2023.105315","title":"“Failure envelops for foundation subjected to inclined and eccentric loading considering steady state and transient flow conditions in unsaturated soils”","year":2023,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Mechanics; Parametric statistics; Geotechnical engineering; Slip (aerodynamics); Boundary value problem; Soil water; Structural engineering; Mathematics; Geology; Engineering; Mathematical analysis; Physics; Soil science","score_opus":0.010015276887908481,"score_gpt":0.2177417759397353,"score_spread":0.2077264990518268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321485025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7813539,0.000092987786,0.21737607,0.00024579276,0.00017616556,0.00033567747,0.000046498444,0.00036618143,0.0000067464666],"genre_scores_gemma":[0.992845,0.00024935993,0.006683626,0.000034435074,0.000018187735,0.000027509444,0.00010325947,0.000024049372,0.000014548962],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99931437,0.000008977614,0.00019533816,0.00019031705,0.000053792948,0.00023723565],"domain_scores_gemma":[0.9996614,0.0001249512,0.000014129358,0.00008036043,0.000027806256,0.00009137028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013900588,0.00013946711,0.00017441068,0.00028969758,0.000082587176,0.000065661596,0.000038085847,0.00006815249,0.0000010555159],"category_scores_gemma":[0.000022048578,0.00015471841,0.000014971574,0.00044507734,0.000019573898,0.00008480323,0.000034857097,0.00012109413,0.0000016957401],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016777827,0.000008468907,0.000104207145,0.00029510556,0.00003639029,0.000015474026,0.0014242169,0.96017534,0.004802527,0.00014397831,0.001046208,0.031931292],"study_design_scores_gemma":[0.00068121456,0.00003876744,0.006435737,0.000108775464,0.000009492355,0.000011726656,0.000070799935,0.98823965,0.00028852306,0.00020009982,0.0037113586,0.00020387139],"about_ca_topic_score_codex":0.0000069809566,"about_ca_topic_score_gemma":0.000042450334,"teacher_disagreement_score":0.21149114,"about_ca_system_score_codex":0.000036259466,"about_ca_system_score_gemma":0.000010534634,"threshold_uncertainty_score":0.63092333},"labels":[],"label_agreement":null},{"id":"W4321996382","doi":"10.5194/egusphere-egu23-10650","title":"Comparison of outflow hydrographs following dam breach arising from overtopping, wide-width overtopping, and geotechnical seepage failure mechanisms.","year":2023,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of British Columbia; Queen's University","funders":"","keywords":"Hydrograph; Dam failure; Outflow; Geotechnical engineering; Geology; Debris flow; Flume; Dam break; Landslide; Flood myth; Natural hazard; Hydrology (agriculture); Debris; Flow (mathematics); Geography","score_opus":0.020556976997450408,"score_gpt":0.26164482705211267,"score_spread":0.24108785005466227,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321996382","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2732801,0.0018559741,0.71412784,0.00024982003,0.002839696,0.00073071296,0.00026063545,0.00528201,0.0013732185],"genre_scores_gemma":[0.9645263,0.00021165932,0.034253158,0.000040993,0.00012405374,0.000044609766,0.00039471092,0.00026376283,0.0001407778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963793,0.000056384513,0.0011796413,0.0009733854,0.00066421716,0.0007470439],"domain_scores_gemma":[0.9979675,0.00037747927,0.00018559697,0.0011477753,0.000045772522,0.00027589579],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00033465712,0.0008950059,0.0016640157,0.00048566604,0.00011187549,0.00018671651,0.0006329728,0.0011415433,0.000042804448],"category_scores_gemma":[0.00011091066,0.0009716909,0.0006480488,0.00035134132,0.00006043875,0.00016416809,0.0009459842,0.0018302874,0.000017764989],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022991615,0.00016652889,0.009106206,0.00184652,0.002612212,0.00011829246,0.0015434299,0.9459272,0.021629812,0.0014771823,0.009780267,0.0057693836],"study_design_scores_gemma":[0.0008245604,0.00006939631,0.0116918385,0.0021052368,0.0004651339,0.00000662674,0.00028557304,0.9656386,0.0047981795,0.009189346,0.0031827397,0.0017427836],"about_ca_topic_score_codex":0.001001185,"about_ca_topic_score_gemma":0.00017565677,"teacher_disagreement_score":0.69124615,"about_ca_system_score_codex":0.00014347097,"about_ca_system_score_gemma":0.000042535063,"threshold_uncertainty_score":0.99927336},"labels":[],"label_agreement":null},{"id":"W4323841991","doi":"10.3390/infrastructures8030050","title":"On a Benchmark Problem for Modeling and Simulation of Concrete Dams Cracking Response","year":2023,"lang":"en","type":"article","venue":"Infrastructures","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Conselho Nacional de Desenvolvimento Científico e Tecnológico","keywords":"Benchmark (surveying); Cracking; Computer science; Representation (politics); Gravity dam; Brittleness; Structural engineering; Engineering; Finite element method; Geology; Materials science","score_opus":0.010241313426439408,"score_gpt":0.25237446639538763,"score_spread":0.24213315296894822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323841991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9316637,0.00004408967,0.06753473,0.000012329907,0.00012709195,0.00014703967,0.00004066746,0.00025361346,0.0001767165],"genre_scores_gemma":[0.9964801,0.0000069662665,0.003402583,0.000008576715,0.000035600468,0.000011919963,0.00001842521,0.000025429754,0.000010404953],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994981,0.000010499898,0.00016278675,0.000100829435,0.00008355851,0.00014417527],"domain_scores_gemma":[0.9994812,0.00034000844,0.00001733732,0.00010393148,0.00002665066,0.000030893138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017898217,0.000098869066,0.00012287148,0.000121644494,0.000035138917,0.000014840391,0.000049302267,0.000059915634,0.0000056234753],"category_scores_gemma":[0.00013105205,0.000095066076,0.00002888365,0.00011854995,0.000012044015,0.000051075047,0.000013552276,0.00007162286,8.7931596e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010498727,2.1635407e-7,0.000031008658,0.00009863423,0.000016139256,5.862928e-7,0.00035078725,0.98693466,0.009929369,0.00029526846,0.00014353755,0.0020947827],"study_design_scores_gemma":[0.00024697022,0.00004272876,0.0017802571,0.00005804991,0.00000639084,7.6555875e-7,0.000023686373,0.9911236,0.0009677656,0.0054464703,0.00020669775,0.000096579344],"about_ca_topic_score_codex":0.0000025864008,"about_ca_topic_score_gemma":4.115182e-7,"teacher_disagreement_score":0.06481638,"about_ca_system_score_codex":0.000015414933,"about_ca_system_score_gemma":0.000006477611,"threshold_uncertainty_score":0.38766822},"labels":[],"label_agreement":null},{"id":"W4360614184","doi":"10.1061/9780784484685.049","title":"Geotextile Filter Design Using Pore Size Distribution","year":2023,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Solmax (Canada)","funders":"","keywords":"Geotextile; Filter (signal processing); Materials science; Computer science; Geotechnical engineering; Engineering; Computer vision","score_opus":0.025840118490701957,"score_gpt":0.21508991285882514,"score_spread":0.1892497943681232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360614184","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15539135,0.000036231362,0.8367836,0.00006314514,0.00050521013,0.00013153553,0.000069710804,0.0039263256,0.0030928832],"genre_scores_gemma":[0.99468124,0.000012657905,0.003234042,0.000011519878,0.000083225146,0.0000056917147,0.000110885856,0.000032185213,0.0018285603],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995245,0.000006958005,0.00009713216,0.000082237035,0.00007478592,0.00021438739],"domain_scores_gemma":[0.99974173,0.000071148366,0.0000045826596,0.00012506185,0.000011169037,0.000046309444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010664711,0.00008876978,0.000081314894,0.000017837729,0.000032526008,0.000019188217,0.000059102134,0.00004863586,0.0002358134],"category_scores_gemma":[0.000031084182,0.00008557491,0.000033318665,0.00023631244,0.000006353543,0.000066285524,0.000016009419,0.000064103435,0.0004594355],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000011770331,0.0000021594992,0.0000071953145,0.000014772621,0.000011438609,0.000010746302,0.000029750046,0.96766335,0.009369513,0.000077520235,0.021495651,0.0013167453],"study_design_scores_gemma":[0.0000798836,0.000005457421,0.0011862078,0.000010090416,0.000005024539,0.000005871851,0.000007693705,0.9876688,0.0032122163,0.000112648806,0.0075803795,0.00012569294],"about_ca_topic_score_codex":0.0000038203266,"about_ca_topic_score_gemma":1.8648855e-7,"teacher_disagreement_score":0.8392899,"about_ca_system_score_codex":0.000044224187,"about_ca_system_score_gemma":0.000006761318,"threshold_uncertainty_score":0.59052676},"labels":[],"label_agreement":null},{"id":"W4360614192","doi":"10.1061/9780784484692.028","title":"Three-Dimensional Spatial Stability Analysis of the Fundão Dam","year":2023,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bentley (Canada)","funders":"","keywords":"Setback; Regular polygon; Slip (aerodynamics); Instability; Geology; Slope stability analysis; Geotechnical engineering; Stability (learning theory); Shear (geology); Geometry; Slope stability; Structural engineering; Mathematics; Computer science; Mechanics; Physics; Engineering","score_opus":0.015936675452344208,"score_gpt":0.20696948880647884,"score_spread":0.19103281335413463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360614192","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9724195,0.000018739982,0.024152353,0.00006994292,0.00037752886,0.000061104205,0.00004794278,0.00047512565,0.0023777855],"genre_scores_gemma":[0.99967694,0.0000015675265,0.00018628153,0.00000694009,0.00001939328,0.0000033163844,0.000014952676,0.000009531832,0.00008104884],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99945515,0.0000066564244,0.00015184897,0.00008931853,0.00016539327,0.00013163227],"domain_scores_gemma":[0.9995584,0.00006978378,0.000009413037,0.00031206734,0.000021133237,0.00002921121],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016027018,0.000072402356,0.00014590265,0.000087304485,0.000023971199,0.0000044732305,0.0001154721,0.000034785175,0.00033469705],"category_scores_gemma":[0.00002260533,0.000049393653,0.00014095157,0.0010512907,0.000020641797,0.000022151251,0.000046238365,0.00007351474,0.000027405322],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000021370201,0.000008210256,0.0133725125,0.00001912481,0.0003438665,4.5729203e-7,0.000044169232,0.9812873,0.002125924,0.00028426698,0.0011066757,0.0014053442],"study_design_scores_gemma":[0.00004064868,0.0000026984742,0.34054205,0.0000019748934,0.00006954513,8.580258e-8,0.0000054022403,0.6576542,0.0013214065,0.000053104384,0.00026169815,0.000047159447],"about_ca_topic_score_codex":0.00018863684,"about_ca_topic_score_gemma":0.0009699284,"teacher_disagreement_score":0.32716954,"about_ca_system_score_codex":0.000019809946,"about_ca_system_score_gemma":0.0000078002695,"threshold_uncertainty_score":0.3664698},"labels":[],"label_agreement":null},{"id":"W4366506624","doi":"10.11159/icgre23.154","title":"Determination of Zones at Risk of Flooding During A Breakage of an “El Abiod Ghardaia” Dam","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Breakage; Flooding (psychology); Environmental science; Geology; Geotechnical engineering; Petroleum engineering; Computer science; World Wide Web","score_opus":0.0035195368988658847,"score_gpt":0.1786182687166686,"score_spread":0.17509873181780272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998949,0.000116533716,0.000022586744,0.0000053467857,0.00033398677,0.0001593276,0.00014354798,0.00010884483,0.00016084986],"genre_scores_gemma":[0.9989123,0.000219232,0.0006697645,7.023478e-7,0.000028515835,0.000009172329,0.00000909899,0.00005051685,0.00010072312],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988151,0.000004236574,0.00044527857,0.00020511686,0.0002835217,0.0002467471],"domain_scores_gemma":[0.9995035,0.000056208188,0.00019232169,0.00016595176,0.000014283234,0.0000677689],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013353968,0.00025746104,0.00038315603,0.0002796541,0.000063466316,0.000009906007,0.0002572241,0.00006607405,0.000012829947],"category_scores_gemma":[0.00002850062,0.00022632007,0.00011188238,0.00028339855,0.0001012763,0.00021982132,0.00015532144,0.0001676116,5.510494e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052062394,0.00001878086,0.01047405,0.0018390802,0.0001238657,0.0000011387451,0.00060663,0.21737269,0.76743245,0.00026318966,0.000012465394,0.0018036261],"study_design_scores_gemma":[0.0005730971,0.000060082693,0.19195424,0.00046160343,0.00007416654,0.000013707433,0.00017774673,0.2508299,0.5554931,0.000072503244,0.000022304452,0.00026753196],"about_ca_topic_score_codex":0.000010600647,"about_ca_topic_score_gemma":0.0000075843286,"teacher_disagreement_score":0.21193929,"about_ca_system_score_codex":0.00006393987,"about_ca_system_score_gemma":0.000001816642,"threshold_uncertainty_score":0.9229065},"labels":[],"label_agreement":null},{"id":"W4366506732","doi":"10.11159/icgre23.130","title":"Performance Analysis of the Ituango Dam, Based On Geotechnical Instrumentation and Models","year":2023,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Instrumentation (computer programming); Geotechnical engineering; Geology; Civil engineering; Engineering; Environmental science; Computer science","score_opus":0.0058382444012115816,"score_gpt":0.1769531338924683,"score_spread":0.17111488949125672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366506732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907875,0.000029893676,0.00002741934,0.00005636955,0.00022741327,0.00013977507,0.000040678897,0.000102812126,0.0002969093],"genre_scores_gemma":[0.99965173,0.00010771227,0.00009549818,0.000014816306,0.000012645249,0.000013654435,0.0000067614574,0.000026142388,0.00007102696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915516,0.000002347685,0.00022397058,0.0001753481,0.00025410258,0.00018907312],"domain_scores_gemma":[0.9997031,0.000044699067,0.000057862155,0.00014224244,0.0000052315295,0.00004688207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000761213,0.00019719487,0.00023317218,0.00025631656,0.00007523671,0.00001967497,0.00020238031,0.00004929632,0.0000063868324],"category_scores_gemma":[0.000009058431,0.00013888534,0.00009073727,0.000571684,0.00008383568,0.00013256472,0.000091271344,0.0001927855,3.317921e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000105866475,0.0000038420635,0.003664191,0.00013425232,0.000101633545,8.918459e-8,0.000054446813,0.9825007,0.012229221,0.00039800964,0.000031495027,0.00087158004],"study_design_scores_gemma":[0.00018108629,0.00001967684,0.15906736,0.00011376674,0.00009725563,9.872064e-7,0.00002870328,0.829852,0.010447695,0.000022702237,0.00004481186,0.00012398096],"about_ca_topic_score_codex":0.0000031351158,"about_ca_topic_score_gemma":0.0000024329345,"teacher_disagreement_score":0.15540317,"about_ca_system_score_codex":0.000049162332,"about_ca_system_score_gemma":0.0000017186605,"threshold_uncertainty_score":0.56635803},"labels":[],"label_agreement":null},{"id":"W4385602262","doi":"10.1007/978-3-031-34159-5_28","title":"Evaluation of Concrete Constitutive Models for Finite Element Simulation of Dam Shear Keys","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Constitutive equation; Shearing (physics); Structural engineering; Geotechnical engineering; Shear (geology); Finite element method; Cohesion (chemistry); Dilatant; Direct shear test; Triaxial shear test; Precast concrete; Gravity dam; Geology; Engineering; Materials science; Composite material","score_opus":0.03687667200900734,"score_gpt":0.25634478443789643,"score_spread":0.21946811242888908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385602262","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00011924363,0.0011041918,0.98626524,0.0000062701915,0.00071957224,0.0008687079,0.00038412295,0.00025609415,0.010276565],"genre_scores_gemma":[0.99589187,0.00015058553,0.0032000637,0.0000035723724,0.00013897053,0.000076543474,0.00022147436,0.00017976522,0.00013716634],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9981262,0.000011219671,0.0007037381,0.0002814106,0.000583925,0.00029351533],"domain_scores_gemma":[0.9981237,0.0010704328,0.00011525234,0.00033049524,0.00031037594,0.000049767714],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008374201,0.00042300043,0.0006535446,0.0004889375,0.000015693035,0.000008865209,0.0001525905,0.0004194031,0.000034564702],"category_scores_gemma":[0.00050891144,0.00049049885,0.00018484765,0.0001305311,0.00003407159,0.00008435635,0.000033483324,0.00037930484,0.000002968256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001002612,0.0000017429131,0.000001039998,0.000782946,0.0002140875,0.0000011917888,0.00023813851,0.990874,0.00046008182,0.0038549795,0.000007434453,0.0035543586],"study_design_scores_gemma":[0.0006495522,0.000049083865,0.000006389191,0.0010276358,0.00021929659,5.754546e-7,0.0000016326507,0.98807573,0.0016077759,0.0074021965,0.0005665147,0.0003936242],"about_ca_topic_score_codex":0.0000065864187,"about_ca_topic_score_gemma":0.00003325126,"teacher_disagreement_score":0.9957726,"about_ca_system_score_codex":0.0002771507,"about_ca_system_score_gemma":0.00007858741,"threshold_uncertainty_score":0.99975467},"labels":[],"label_agreement":null},{"id":"W4385954717","doi":"10.1144/qjegh2022-042","title":"Comparison of existing joint orientation parameters and their effect on rock erodibility in dam spillways","year":2023,"lang":"en","type":"article","venue":"Quarterly Journal of Engineering Geology and Hydrogeology","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université du Québec à Chicoutimi","funders":"Mitacs; Hydro-Québec; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Chart; Rock mass classification; Joint (building); Orientation (vector space); Erosion; Geology; Geotechnical engineering; Geological Strength Index; Surface finish; Engineering; Structural engineering; Statistics; Geometry; Mathematics; Geomorphology","score_opus":0.022894815315642844,"score_gpt":0.2645396220512915,"score_spread":0.24164480673564864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385954717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99347484,0.00042532498,0.005323413,0.000041341325,0.00050515257,0.00008715455,0.0000025622462,0.00008377471,0.000056434772],"genre_scores_gemma":[0.99957013,0.000039714327,0.00031773504,0.000004778528,0.00003579959,0.0000049839186,0.000004799202,0.000018626812,0.0000034438697],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99878955,0.00006514747,0.0006176258,0.00015824182,0.00007237479,0.00029708416],"domain_scores_gemma":[0.9991371,0.00050980336,0.000108838496,0.0001318789,0.000030673466,0.00008172789],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069105433,0.00020665146,0.000638844,0.00048809225,0.000026420705,0.0000063722237,0.00008377285,0.0001622071,0.000003460918],"category_scores_gemma":[0.00011685474,0.0001827821,0.00006374761,0.00022416159,0.000053548694,0.00007972395,0.0000151201175,0.00042764502,0.000002946746],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007727913,0.000031666994,0.051728923,0.0002971964,0.000108642125,0.000035580746,0.002744232,0.92631835,0.010132189,0.000553771,0.000025407086,0.0079467455],"study_design_scores_gemma":[0.001719528,0.0042598853,0.17859241,0.00021163558,0.00003771878,0.00027289856,0.00045628406,0.80580026,0.0075352383,0.00065312366,0.00012549103,0.00033550969],"about_ca_topic_score_codex":0.000008904225,"about_ca_topic_score_gemma":0.00000766384,"teacher_disagreement_score":0.1268635,"about_ca_system_score_codex":0.000026356589,"about_ca_system_score_gemma":0.0000073078418,"threshold_uncertainty_score":0.7453637},"labels":[],"label_agreement":null},{"id":"W4387017691","doi":"10.18280/ijsdp.180903","title":"Effect Location of Vertical Drain on Seepage and Stability in Homogenous Earth Dams","year":2023,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earth (classical element); Geology; Environmental science; Stability (learning theory); Geotechnical engineering; Computer science","score_opus":0.00813541138465026,"score_gpt":0.23514968414615087,"score_spread":0.2270142727615006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387017691","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981796,0.00020351543,0.0010771122,0.000028218277,0.00015050656,0.000049815826,7.55855e-7,0.000019437144,0.0002910232],"genre_scores_gemma":[0.9996614,0.000030168876,0.00023392268,0.000004824905,0.000029746987,0.0000015498669,0.0000053400236,0.0000068877334,0.000026184804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9993663,0.000019368084,0.00024485713,0.000056609282,0.00018304773,0.00012982325],"domain_scores_gemma":[0.99960446,0.00017709503,0.000024069695,0.000028567752,0.00012587094,0.000039928087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007297992,0.00007180692,0.00012425313,0.00029219946,0.000018467763,0.000021871727,0.00006546483,0.000032977896,0.0000025990882],"category_scores_gemma":[0.00016436227,0.00006595513,0.000011584735,0.00017242398,0.000013676114,0.00010405362,0.000023923834,0.00012421944,9.4763203e-7],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012627759,0.00015598485,0.18234444,0.0026210228,0.0006655147,0.0058835754,0.055867206,0.6576143,0.007075708,0.003571265,0.00033226874,0.08260595],"study_design_scores_gemma":[0.0030534223,0.00052103697,0.8527339,0.0014073942,0.00002324299,0.00014972729,0.011937481,0.0737663,0.051998056,0.00040535582,0.0035194228,0.00048463143],"about_ca_topic_score_codex":0.0000041418775,"about_ca_topic_score_gemma":9.723576e-7,"teacher_disagreement_score":0.6703895,"about_ca_system_score_codex":0.00007000908,"about_ca_system_score_gemma":0.000041031086,"threshold_uncertainty_score":0.2689572},"labels":[],"label_agreement":null},{"id":"W4387116454","doi":"10.1016/j.conbuildmat.2023.133506","title":"A novel method for solving hydration heat release based on equivalent heat release theory","year":2023,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"China Scholarship Council","keywords":"Arrhenius equation; Adiabatic process; Thermodynamics; Applied mathematics; Materials science; Mathematics; Computer science; Chemistry; Physics; Physical chemistry; Activation energy","score_opus":0.01589946067281355,"score_gpt":0.25713077652186733,"score_spread":0.24123131584905377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387116454","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.320442,0.000025410442,0.67664874,0.00011065964,0.0015928728,0.00023208522,0.000086308006,0.0007577315,0.00010421657],"genre_scores_gemma":[0.9352121,0.00005265238,0.06412755,0.00007783094,0.0002829719,0.00008450794,0.000066651424,0.000057737532,0.00003803486],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990901,0.000036264835,0.00027342277,0.00023702571,0.00010588911,0.00025730082],"domain_scores_gemma":[0.9994585,0.00022793117,0.000020128524,0.00017425395,0.000030370345,0.000088828],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006695653,0.0001864371,0.00022980066,0.00020328649,0.00014443109,0.000104378945,0.000055402874,0.00009810142,0.000047268088],"category_scores_gemma":[0.00014816085,0.00018496669,0.0000537496,0.00015080643,0.000029667253,0.00010344575,0.000018034305,0.000067798275,0.000009187486],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000066032226,0.0000060177717,0.000004944231,0.0001978339,0.000015750837,0.000001086423,0.000030021603,0.22336458,0.76446235,0.0042475103,0.00018138098,0.0074224845],"study_design_scores_gemma":[0.0007994489,0.00004305358,0.000121235316,0.00018507164,0.000033653974,0.000026996771,0.00004935323,0.49398258,0.50221866,0.0007737204,0.001517665,0.0002485196],"about_ca_topic_score_codex":0.000008375943,"about_ca_topic_score_gemma":3.9804306e-7,"teacher_disagreement_score":0.61477005,"about_ca_system_score_codex":0.00005853333,"about_ca_system_score_gemma":0.000014919788,"threshold_uncertainty_score":0.7542722},"labels":[],"label_agreement":null},{"id":"W4387399700","doi":"10.23967/c.dbmc.2023.040","title":"Experimental Study on Macro-performance of Long-age HydraulicConcrete Based on High Temperature Accelerated Curing","year":2023,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Fly ash; Curing (chemistry); Cement; Compressive strength; Materials science; Ultimate tensile strength; Geotechnical engineering; Roller-compacted concrete; Composite material; Environmental science; Geology","score_opus":0.01447528157093945,"score_gpt":0.23550027213880384,"score_spread":0.2210249905678644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387399700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99421877,0.000012076793,0.000023257011,0.000014836103,0.00040807677,0.00025522202,0.000011360675,0.0011823566,0.0038740619],"genre_scores_gemma":[0.9993095,0.000005046832,0.00005761597,0.000038150207,0.00006402319,0.000040619347,0.000039640476,0.0000639088,0.0003815028],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989771,0.00001604664,0.00023688455,0.00021972961,0.00025491722,0.00029532134],"domain_scores_gemma":[0.99950176,0.000045548375,0.00001659016,0.00034863278,0.000016621882,0.00007083759],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011904655,0.00024395576,0.00024445035,0.00019761756,0.0000521103,0.00003091434,0.0001758098,0.00007950204,0.00008590347],"category_scores_gemma":[0.0000066094162,0.00021841598,0.000051013085,0.00047804008,0.000013131603,0.000082406565,0.000026071439,0.00024364414,0.00012881256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060045968,0.00009471922,0.0011839148,0.00006644067,0.000047660324,0.00007667942,0.00025383534,0.89185435,0.10548123,0.000019078137,0.0006260973,0.00023597931],"study_design_scores_gemma":[0.0010703334,0.0007042488,0.04551928,0.000090681475,0.0000070107876,9.926304e-7,0.00015172556,0.25793344,0.69417185,2.9733852e-7,0.00005464282,0.0002955292],"about_ca_topic_score_codex":0.00001012254,"about_ca_topic_score_gemma":0.0000011347287,"teacher_disagreement_score":0.6339209,"about_ca_system_score_codex":0.000059454673,"about_ca_system_score_gemma":0.0000074760023,"threshold_uncertainty_score":0.89067453},"labels":[],"label_agreement":null},{"id":"W4387417083","doi":"10.55461/crjy2161","title":"Direct-Finite-Element Method for Nonlinear Earthquake Analysis of Concrete Dams Including Dam–Water–Foundation Rock Interaction","year":2019,"lang":"en","type":"report","venue":"PEER","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Foundation (evidence); Nonlinear system; Finite element method; Geology; Geotechnical engineering; Structural engineering; Engineering; Physics; Law","score_opus":0.04598942587510652,"score_gpt":0.34552017476011704,"score_spread":0.2995307488850105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387417083","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005041467,0.00019591939,0.9645796,0.000060624825,0.0046912166,0.00067323964,0.00093569595,0.0004065181,0.023415746],"genre_scores_gemma":[0.91282403,0.00054870924,0.038509116,0.000024129467,0.0013140452,0.00022276024,0.02433812,0.0003372956,0.02188178],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9977474,0.000038258542,0.0008079978,0.00037395346,0.0006934589,0.00033892732],"domain_scores_gemma":[0.998254,0.0003647679,0.00019045167,0.00047775282,0.0006459545,0.00006708092],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001512511,0.00036577357,0.0009881703,0.000718542,0.000049637638,0.000055782384,0.00017474256,0.00027738384,0.0002328796],"category_scores_gemma":[0.00029609023,0.0003359442,0.000482523,0.00037048047,0.0000061754195,0.00013574527,0.00007037514,0.0003141932,0.00004867508],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020921372,0.000007424129,0.00009958058,0.00082764676,0.0036013166,0.0000012776461,0.00034702863,0.98108345,0.0022951758,0.000007287901,0.002396251,0.009312626],"study_design_scores_gemma":[0.00016298609,0.000030007197,0.0001524031,0.00008554719,0.0012787207,0.000001308962,0.000025006762,0.57604957,0.005409006,0.0000016002718,0.41653782,0.00026601786],"about_ca_topic_score_codex":0.00017395397,"about_ca_topic_score_gemma":0.00003645245,"teacher_disagreement_score":0.92607045,"about_ca_system_score_codex":0.00037671806,"about_ca_system_score_gemma":0.00006717212,"threshold_uncertainty_score":0.9999093},"labels":[],"label_agreement":null},{"id":"W4387431552","doi":"10.1016/j.probengmech.2023.103544","title":"Polynomial response surface-based transformation function for the performance improvement of low-fidelity models for concrete gravity dams","year":2023,"lang":"en","type":"article","venue":"Probabilistic Engineering Mechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Transformation (genetics); Fidelity; Probabilistic logic; Nonlinear system; Function (biology); Range (aeronautics); Computer science; Finite element method; Seismic loading; Structural engineering; Engineering; Mathematical optimization; Algorithm; Mathematics; Artificial intelligence","score_opus":0.0149601652574281,"score_gpt":0.2126445871528879,"score_spread":0.1976844218954598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387431552","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26684693,0.000054326854,0.73014814,0.00004781695,0.00086643395,0.001224425,0.00022954383,0.0005789707,0.000003408763],"genre_scores_gemma":[0.9956606,0.000034277167,0.0035651107,0.000009860705,0.000065470536,0.00047699516,0.00010080261,0.00007405931,0.000012836924],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865454,0.000012170431,0.0005034607,0.0002062854,0.00020656557,0.00041695335],"domain_scores_gemma":[0.99864143,0.0007408552,0.000053071795,0.00035106565,0.00014305502,0.0000704916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016160825,0.00025596417,0.0002757725,0.000095274234,0.00009813497,0.000024747553,0.00020161695,0.00012610153,0.0000016848601],"category_scores_gemma":[0.00021071288,0.00023074356,0.00016095905,0.0003062455,0.000012990551,0.00014940755,0.00001604896,0.00015602812,0.0000019340096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036373705,0.0000047916296,3.733334e-7,0.0016773486,0.00004764086,7.3181816e-8,0.00011430784,0.9151886,0.0798942,0.0011029434,0.00010894972,0.0014970037],"study_design_scores_gemma":[0.0009007096,0.0002662731,0.000042841075,0.00008360812,0.000072052506,4.9615227e-7,0.000020956973,0.9683071,0.029067185,0.0002797915,0.00071539776,0.00024359404],"about_ca_topic_score_codex":0.000004181129,"about_ca_topic_score_gemma":0.000001409838,"teacher_disagreement_score":0.72881365,"about_ca_system_score_codex":0.00016754522,"about_ca_system_score_gemma":0.000054714706,"threshold_uncertainty_score":0.94094497},"labels":[],"label_agreement":null},{"id":"W4388242016","doi":"10.1016/j.finel.2023.104071","title":"Nonlinear data-driven zero-thickness joint element for concrete dam shear keys","year":2023,"lang":"en","type":"article","venue":"Finite Elements in Analysis and Design","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec – Nature et technologies; Alliance de recherche numérique du Canada","keywords":"Shear (geology); Structural engineering; Finite element method; Shear stress; Direct shear test; Nonlinear system; Geotechnical engineering; Engineering; Geology; Mechanics; Materials science; Physics; Composite material","score_opus":0.05497929115418655,"score_gpt":0.2781742671673498,"score_spread":0.22319497601316324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388242016","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010811174,0.00016173297,0.9871233,0.000064708445,0.00019925974,0.00045067328,0.00059765775,0.00032331937,0.0002681542],"genre_scores_gemma":[0.7760616,0.0017345053,0.21485014,0.00018069596,0.0002506795,0.000312841,0.005578277,0.00015112392,0.00088012737],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983657,0.000049571787,0.00055539503,0.000381943,0.00022222789,0.0004251763],"domain_scores_gemma":[0.9990601,0.00022107405,0.00004737046,0.0005366268,0.000037123616,0.000097725344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011533103,0.0002179589,0.00044037975,0.00055858324,0.00007448657,0.0000669937,0.00025492712,0.0000775191,0.00006436181],"category_scores_gemma":[0.00008856049,0.00021637966,0.00009419329,0.0011318601,0.00001994211,0.00012194864,0.000115132236,0.00013968696,0.000037475325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021872927,0.000014753955,0.0016998103,0.00013226643,0.001251161,0.0000151829145,0.00022749905,0.98352855,0.0008571457,0.00013236633,0.0056150737,0.0065043266],"study_design_scores_gemma":[0.0006537415,0.000050996965,0.0016710921,0.000026561673,0.00028915572,3.2353523e-7,0.000050233466,0.98243266,0.00026492187,0.00009282086,0.014216776,0.00025072697],"about_ca_topic_score_codex":0.00002088613,"about_ca_topic_score_gemma":0.000016447098,"teacher_disagreement_score":0.7722732,"about_ca_system_score_codex":0.000043151125,"about_ca_system_score_gemma":0.00001586425,"threshold_uncertainty_score":0.88237065},"labels":[],"label_agreement":null},{"id":"W4388517906","doi":"10.1139/cgj-2023-0325","title":"Stability of sandy soils against internal erosion under cyclic loading and quantitatively examination of the composition and origin of eroded particles","year":2023,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Young Scientists Fund; Australian Research Council; National Postdoctoral Program for Innovative Talents; Natural Science Foundation for Young Scientists of Shanxi Province; National Natural Science Foundation of China","keywords":"Erosion; Soil water; Internal erosion; Composition (language); Geotechnical engineering; Soil science; Environmental science; Stability (learning theory); Geology; Geomorphology","score_opus":0.025961612411902247,"score_gpt":0.23754003402726565,"score_spread":0.2115784216153634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388517906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943914,0.000098814984,0.0052195373,0.000085615226,0.00007338354,0.00005524738,0.000025671918,0.000019957817,0.000030394382],"genre_scores_gemma":[0.99971634,0.000118673604,0.00013678259,0.00000587044,0.000010467681,8.7969323e-7,0.0000018394647,0.000007999596,0.0000011313194],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9993814,0.000046711535,0.00026655794,0.0000636287,0.000110239576,0.00013146752],"domain_scores_gemma":[0.9996048,0.0000939614,0.000058633737,0.00007871406,0.000046914778,0.00011695779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004508575,0.00006535149,0.0001399627,0.000115489376,0.00004494321,0.000010252728,0.000075581665,0.00005598626,0.000002795303],"category_scores_gemma":[0.000060611703,0.000053764717,0.000033530836,0.00018710585,0.00010027296,0.00006879905,0.000017692055,0.00017962986,2.478597e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013555844,0.000014631975,0.0046131946,0.00016694043,0.00004443991,0.000003668895,0.0005959624,0.16396916,0.82052785,0.0011687162,0.000045371195,0.008836512],"study_design_scores_gemma":[0.0003830445,0.00005320945,0.69651926,0.00035543283,0.000021733462,0.00002286205,0.00027787828,0.23485343,0.06695188,0.0004322717,0.000024384031,0.00010462657],"about_ca_topic_score_codex":0.00053729845,"about_ca_topic_score_gemma":0.0006043037,"teacher_disagreement_score":0.753576,"about_ca_system_score_codex":0.00007273361,"about_ca_system_score_gemma":0.000033759035,"threshold_uncertainty_score":0.21924615},"labels":[],"label_agreement":null},{"id":"W4389095366","doi":"10.1007/s12205-023-0355-y","title":"Deep Neural Network-based Inverse Analysis with Application to a Rockfill Dam","year":2023,"lang":"en","type":"article","venue":"KSCE Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Particle swarm optimization; Finite element method; Mathematical optimization; Computer science; Artificial neural network; Computation; Differential evolution; Minification; Inverse problem; Algorithm; Engineering; Machine learning; Mathematics; Structural engineering","score_opus":0.004473933977080738,"score_gpt":0.18547917806142922,"score_spread":0.18100524408434848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389095366","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07763083,0.0001358471,0.9208804,0.000102081925,0.00036481486,0.000106344756,0.0000036808958,0.0005479306,0.00022809232],"genre_scores_gemma":[0.9933722,0.000013343439,0.006163402,0.00003734475,0.00029931052,0.000014705105,0.000011013202,0.00007075949,0.000017924545],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986851,0.000010131022,0.0004111061,0.00013857817,0.00033049958,0.00042459174],"domain_scores_gemma":[0.9992216,0.000087981025,0.00006726973,0.00026242397,0.00009768896,0.0002630118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003198894,0.00023393385,0.0003965758,0.0007616696,0.00004308115,0.000053173415,0.00024700872,0.00006987856,0.000016376198],"category_scores_gemma":[0.00004274578,0.00021841229,0.00017971358,0.002815884,0.000008414963,0.0001547353,0.00002131709,0.0003101876,0.00002410022],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015883012,0.000006828805,0.00074441195,0.000059219637,0.00032520763,0.000035540234,0.00009508011,0.9954255,0.0011181352,0.000020263606,0.0009749674,0.0011789304],"study_design_scores_gemma":[0.0003098312,0.000078702884,0.008054475,0.000053775846,0.000215678,0.000019298615,0.0000151278155,0.9863074,0.0001532091,0.0000042618226,0.004539554,0.00024867634],"about_ca_topic_score_codex":0.000004310787,"about_ca_topic_score_gemma":0.00017845792,"teacher_disagreement_score":0.9157414,"about_ca_system_score_codex":0.00010599133,"about_ca_system_score_gemma":0.00001868596,"threshold_uncertainty_score":0.89065945},"labels":[],"label_agreement":null},{"id":"W4390670100","doi":"10.3390/infrastructures9010010","title":"Modeling Variability in Seismic Analysis of Concrete Gravity Dams: A Parametric Analysis of Koyna and Pine Flat Dams","year":2024,"lang":"en","type":"article","venue":"Infrastructures","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Parametric statistics; Computer science; Nonlinear system; Robustness (evolution); Parametric model; Gravity dam; Modal; Structural engineering; Geology; Civil engineering; Engineering; Finite element method; Mathematics; Statistics","score_opus":0.005831320880479691,"score_gpt":0.23630660957964755,"score_spread":0.23047528869916786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390670100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85366255,0.00081601203,0.14492685,0.000005162224,0.00010488479,0.00006533158,0.00020788044,0.00010589228,0.00010545273],"genre_scores_gemma":[0.99786866,0.000105468935,0.0019076357,0.0000047521944,0.00001475102,0.000004612041,0.00007337648,0.00001828705,0.0000024758851],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870056,0.000051260457,0.0005596646,0.00028445243,0.0001963708,0.00020768335],"domain_scores_gemma":[0.99922764,0.0002657019,0.000033019718,0.00036622028,0.000042585638,0.00006484538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005120426,0.0002036431,0.0007801726,0.0020987636,0.000013931931,0.00002668153,0.00014048492,0.00012865233,0.000042739073],"category_scores_gemma":[0.00014743562,0.0001891049,0.0002397325,0.005924464,0.00005549119,0.00009412559,0.00004530601,0.00024340887,2.6146378e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007440058,0.0000016639996,0.015703302,0.00022011079,0.0032550306,0.0000031298887,0.0003694001,0.97578335,0.0020660684,0.00017732338,0.000006113829,0.0024070449],"study_design_scores_gemma":[0.00009281747,0.000010216681,0.10414199,0.000026345338,0.0023246643,7.893538e-7,0.00002465463,0.89212203,0.00039309677,0.0007061065,0.000012690436,0.00014460273],"about_ca_topic_score_codex":0.0006422734,"about_ca_topic_score_gemma":0.000067343586,"teacher_disagreement_score":0.1442061,"about_ca_system_score_codex":0.00006572161,"about_ca_system_score_gemma":0.000018341882,"threshold_uncertainty_score":0.77114743},"labels":[],"label_agreement":null},{"id":"W4390768477","doi":"10.3390/w16020232","title":"Prediction of Internal Erosion Parameters of Clay Soils Using Initial Physical Properties","year":2024,"lang":"en","type":"article","venue":"Water","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Aecom (Canada)","funders":"American University of Sharjah","keywords":"Cohesion (chemistry); Soil water; Geotechnical engineering; Shear (geology); Water content; Direct shear test; Atterberg limits; Erosion; Internal friction; Soil science; Environmental science; Materials science; Geology; Composite material; Chemistry","score_opus":0.03184419049397271,"score_gpt":0.22427674217099736,"score_spread":0.19243255167702464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390768477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99075145,0.000045923978,0.008143142,0.00000519206,0.0005617591,0.000035127072,0.000014123934,0.00012371627,0.00031959746],"genre_scores_gemma":[0.99949116,0.0000027041663,0.0003592697,0.0000015881594,0.0000937513,0.0000023355708,0.000003962351,0.000017153765,0.000028081064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996245,0.00000722411,0.00013144697,0.000061539344,0.00008054204,0.00009475012],"domain_scores_gemma":[0.99989724,0.000006513548,0.0000044360136,0.000065324995,0.000010209383,0.000016245605],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004953751,0.00006570535,0.00009851894,0.000051944546,0.0000071262775,0.000011104716,0.000038726615,0.000030693158,0.000005587662],"category_scores_gemma":[0.0000026670425,0.00004308666,0.000050488514,0.000024349609,0.000022269758,0.00009307408,0.000015844078,0.00009358134,0.000006485564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009645716,0.00000972871,0.000034149383,0.000294277,0.000034727585,0.0000017650959,0.0012029026,0.13652383,0.8607667,0.000016669437,0.00007238851,0.0010331777],"study_design_scores_gemma":[0.000044239066,0.000026189447,0.00006254126,0.00017355464,0.0000118996095,0.0000028499983,0.000009074934,0.43557015,0.5639216,0.00002297972,0.00012251006,0.00003240413],"about_ca_topic_score_codex":0.000020702535,"about_ca_topic_score_gemma":1.7694937e-7,"teacher_disagreement_score":0.29904634,"about_ca_system_score_codex":0.000019192656,"about_ca_system_score_gemma":0.000003121691,"threshold_uncertainty_score":0.1757023},"labels":[],"label_agreement":null},{"id":"W4391143233","doi":"10.1520/gtj20230349","title":"On the Outflow Boundary Opening Size for Internal Erosion Testing of Widely Graded Sand and Gravel","year":2024,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia Graduate School; Natural Sciences and Engineering Research Council of Canada; BC Hydro","keywords":"Geotechnical engineering; Outflow; Gradation; Permeameter; Internal erosion; Geology; Erosion; Boundary (topology); Soil water; Soil science; Mathematics; Geomorphology; Hydraulic conductivity","score_opus":0.035726897880148774,"score_gpt":0.24848496961898575,"score_spread":0.21275807173883698,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391143233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72675526,0.0014519157,0.2687376,0.00036831968,0.0009370048,0.00027531156,0.000020240626,0.00073458854,0.0007197357],"genre_scores_gemma":[0.9746382,0.000023095443,0.024988549,0.000033819946,0.00022421323,0.000009367025,7.969208e-7,0.000047253943,0.000034710516],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989114,0.000023198296,0.00038986435,0.00016494769,0.0002068771,0.00030372437],"domain_scores_gemma":[0.99560976,0.0040293196,0.000053020984,0.00013499458,0.00007026043,0.000102631755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001069251,0.00018524518,0.00022212867,0.0000808384,0.00021233,0.0002302547,0.00021873694,0.00008941016,0.000003917535],"category_scores_gemma":[0.0037413752,0.0001307022,0.000089467016,0.00025417894,0.00008461026,0.00009856804,0.00006719825,0.0008886455,0.0000015223749],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089615714,0.000050466842,0.0007584161,0.0010633756,0.00024034907,0.00014796437,0.00037987359,0.5164399,0.2915661,0.002801988,0.004971564,0.18149033],"study_design_scores_gemma":[0.00044166317,0.00037386347,0.002508462,0.0047116205,0.00005997727,0.0010630208,0.000023712708,0.9726067,0.0038363705,0.012808705,0.0012588048,0.00030710493],"about_ca_topic_score_codex":0.0000065634085,"about_ca_topic_score_gemma":3.2708914e-7,"teacher_disagreement_score":0.45616674,"about_ca_system_score_codex":0.00005846696,"about_ca_system_score_gemma":0.00003833984,"threshold_uncertainty_score":0.53298813},"labels":[],"label_agreement":null},{"id":"W4391322587","doi":"10.18280/mmep.110126","title":"Physical Modeling of Seismic Response of Makhool Dam Subjected to the Halabja Earthquake","year":2024,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earthquake simulation; Geology; Seismology; Foreshock; Geotechnical engineering; Structural engineering; Engineering; Aftershock","score_opus":0.014840859048699773,"score_gpt":0.20444209677769384,"score_spread":0.18960123772899407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391322587","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44448176,0.00039942047,0.5544619,0.000059113634,0.000080064914,0.00012590845,0.000010399276,0.00030268478,0.00007876626],"genre_scores_gemma":[0.99080294,0.000045230314,0.00891879,0.0000038397784,0.000056826295,0.00003457544,0.0000022872714,0.00007752992,0.00005798193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988475,0.000016839156,0.00041307276,0.00020236924,0.00021859256,0.00030165483],"domain_scores_gemma":[0.9992443,0.00030302702,0.000012971856,0.00029321387,0.000037122158,0.000109380446],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048937125,0.00023696922,0.00036477495,0.00016715676,0.00002658576,0.000040453197,0.00015873734,0.000067503905,0.0000035867874],"category_scores_gemma":[0.000052872754,0.00018137378,0.000100130455,0.00035711005,0.000022672839,0.000067951005,0.00004229731,0.00028330594,0.00001546822],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013761806,0.000018122226,4.79346e-7,0.0017414656,0.00006144858,0.0000019411148,0.0022065565,0.98608655,0.007200428,0.0021885294,0.000020046109,0.00046066436],"study_design_scores_gemma":[0.00008258915,0.00004328136,0.000004623857,0.00086898677,0.000036812417,0.000013492497,0.000030818144,0.99534124,0.0019051661,0.0012479945,0.0002303972,0.0001946188],"about_ca_topic_score_codex":0.000006555123,"about_ca_topic_score_gemma":2.4112651e-7,"teacher_disagreement_score":0.54632115,"about_ca_system_score_codex":0.00002180197,"about_ca_system_score_gemma":0.000013069872,"threshold_uncertainty_score":0.73962075},"labels":[],"label_agreement":null},{"id":"W4391404196","doi":"10.3390/w16030467","title":"Land Subsidence Due to Groundwater Exploitation in Unconfined Aquifers: Experimental and Numerical Assessment with Computational Fluid Dynamics","year":2024,"lang":"en","type":"article","venue":"Water","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Aquifer; Geology; Groundwater; Subsidence; Geotechnical engineering; Computational fluid dynamics; Terzaghi's principle; Groundwater flow; Groundwater recharge; Groundwater model; Environmental science; Pore water pressure; Mechanics; Geomorphology","score_opus":0.006525670483900157,"score_gpt":0.22673327716608604,"score_spread":0.2202076066821859,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391404196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80940205,0.000043825858,0.18961194,0.00023086087,0.00015654686,0.00008324979,0.0000039535225,0.0001478876,0.00031967077],"genre_scores_gemma":[0.9942186,0.0000010536454,0.005531674,0.00002680499,0.000030393443,0.00003847823,0.00005909063,0.000023769058,0.00007012799],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994742,0.000009667159,0.00011080949,0.00014275606,0.00010742932,0.00015509293],"domain_scores_gemma":[0.99985975,0.000026706812,0.0000018913825,0.000053707685,0.0000079350075,0.000050011273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006809677,0.00010597258,0.000097818294,0.00008381121,0.000017288517,0.00008988893,0.00003407837,0.000026789474,0.00003241108],"category_scores_gemma":[0.0000010883592,0.000075278986,0.000011094051,0.000055018816,0.000009761368,0.00015476918,0.000016359132,0.00008594738,0.000028006842],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035864683,0.000045178414,0.0026814705,0.00016403873,0.000055533117,0.0002940309,0.004194918,0.9777291,0.011450908,0.0017698363,0.00026755338,0.0013115673],"study_design_scores_gemma":[0.00028606574,0.00011147318,0.013392119,0.000092422844,0.0000051467273,0.000051552714,0.00021139409,0.9826256,0.0025491694,0.00012764681,0.00033967636,0.0002077152],"about_ca_topic_score_codex":0.000042815504,"about_ca_topic_score_gemma":0.000026000711,"teacher_disagreement_score":0.18481654,"about_ca_system_score_codex":0.00011896198,"about_ca_system_score_gemma":0.0000073499355,"threshold_uncertainty_score":0.3069788},"labels":[],"label_agreement":null},{"id":"W4392009461","doi":"10.18605/2175-7275/cereus.v15n4p125-140","title":"Análise da influência da malha computacional na simulação do rompimento de uma barragem por meio do software IBER. Estudo de caso: barragem de Barra do Braúna","year":2023,"lang":"pt","type":"article","venue":"Revista Cereus","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Discovery Air (Canada)","funders":"","keywords":"Physics","score_opus":0.016380938057742486,"score_gpt":0.25995244206728224,"score_spread":0.24357150400953975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392009461","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91132915,0.016716309,0.060700446,0.00042882035,0.0019894815,0.0015903931,0.0014207303,0.0040797894,0.0017448692],"genre_scores_gemma":[0.98877764,0.0010112984,0.00532106,0.00022363206,0.0009271081,0.00010037507,0.00036352768,0.00058483524,0.0026905118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9927011,0.00038959045,0.0014885253,0.0014371875,0.0011086807,0.002874927],"domain_scores_gemma":[0.9952084,0.0008169396,0.0002551064,0.001920904,0.00021912261,0.0015795319],"candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":["metaepi_narrow","insufficient_payload"],"category_scores_codex":[0.001968056,0.0015010553,0.001535806,0.00064685586,0.0005693095,0.0014936245,0.001537132,0.000803876,0.0014985955],"category_scores_gemma":[0.0008264245,0.0017563382,0.0007270101,0.0019138611,0.0001332219,0.0004775418,0.0008014789,0.0016954758,0.0011903032],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013187928,0.00019230084,0.020177424,0.0032823835,0.0010584987,0.0020131147,0.005810922,0.9209494,0.0017928293,0.0014326237,0.025154687,0.018003913],"study_design_scores_gemma":[0.005956777,0.00047766996,0.13060255,0.0049251774,0.0011955764,0.0009813459,0.0017176886,0.6088456,0.0005084386,0.00044359078,0.2383099,0.0060356637],"about_ca_topic_score_codex":0.0001456314,"about_ca_topic_score_gemma":0.000012468917,"teacher_disagreement_score":0.3121038,"about_ca_system_score_codex":0.0021318279,"about_ca_system_score_gemma":0.0006230516,"threshold_uncertainty_score":0.99977386},"labels":[],"label_agreement":null},{"id":"W4392505822","doi":"10.1061/9780784485354.015","title":"USSD Guidelines on Analysis of Seismic Deformations of Embankment Dams","year":2024,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Levee; Geology; Embankment dam; Geotechnical engineering; Computer science","score_opus":0.01963351548664144,"score_gpt":0.2791376054654413,"score_spread":0.25950408997879987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392505822","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4315493,0.00082821975,0.52205455,0.00026589978,0.00062403176,0.00010255048,0.00013769159,0.0007508457,0.043686904],"genre_scores_gemma":[0.9976894,0.0000718517,0.0017402092,0.000015042494,0.000015254056,0.0000033182496,0.000027201206,0.000009636048,0.00042803815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947715,0.0000023914467,0.0002906776,0.00005500073,0.00010166487,0.00007311233],"domain_scores_gemma":[0.99975836,0.000024777806,0.0000088576735,0.00015441218,0.000032322372,0.000021241865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008692144,0.00006768265,0.00015180603,0.0003165171,0.000006090609,0.000006111314,0.000058272984,0.000020893058,0.00009456561],"category_scores_gemma":[0.000009193041,0.000053790347,0.00011370279,0.00058603595,0.000005931789,0.00004365939,0.000008104739,0.00004145971,0.000017396887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[5.1252533e-7,0.0000054854972,0.000026297255,0.000087264314,0.00048038797,3.6145562e-7,0.00010921788,0.99002695,0.0006361554,0.0021710056,0.0022359798,0.0042203907],"study_design_scores_gemma":[0.000028195942,0.000009702523,0.0006427657,0.000039642153,0.00018428752,3.4312927e-7,0.00003512066,0.98857266,0.0036779314,0.000031516884,0.0067215892,0.000056228484],"about_ca_topic_score_codex":0.000031056148,"about_ca_topic_score_gemma":0.000007365157,"teacher_disagreement_score":0.5661401,"about_ca_system_score_codex":0.000022954184,"about_ca_system_score_gemma":0.000005851806,"threshold_uncertainty_score":0.21935067},"labels":[],"label_agreement":null},{"id":"W4392505879","doi":"10.1061/9780784485316.052","title":"An Experimental Study of the Saturation Effect on Soil Erodibility Using Rotating Testing Apparatus","year":2024,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Saturation (graph theory); Environmental science; Geotechnical engineering; Mechanics; Mechanical engineering; Materials science; Computer science; Engineering; Physics; Mathematics","score_opus":0.022267028391202936,"score_gpt":0.2781154229880217,"score_spread":0.2558483945968188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392505879","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965127,0.00007431056,0.0011721654,0.0000014753981,0.00043284777,0.00024770884,0.0000015853758,0.0004351289,0.0011220834],"genre_scores_gemma":[0.9992718,6.686986e-8,0.0006160732,0.0000023419693,0.00006425787,0.000010999457,0.0000011036425,0.000023308932,0.000010029962],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993733,0.00005268739,0.0001525784,0.0001590003,0.00014162215,0.00012081563],"domain_scores_gemma":[0.9995898,0.00013205197,0.000010619957,0.00023052566,0.000011224129,0.000025801208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002480916,0.00012075161,0.00011010805,0.00003671398,0.00005988335,0.00004809047,0.000081792685,0.000030409628,0.000004843962],"category_scores_gemma":[0.000031590756,0.00008227451,0.000032499942,0.00023079342,0.000008726006,0.000105615494,0.000016445701,0.00015146377,0.0000026896228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004035768,0.00006156406,0.0011554145,0.00006537737,0.000015756403,0.0000012863583,0.0010405459,0.67499614,0.31952134,0.000022326318,0.0000081524995,0.0031080905],"study_design_scores_gemma":[0.00012664293,0.00036688527,0.0048656235,0.000060807335,0.0000113679835,0.0000021227872,0.00037177882,0.87439287,0.11970469,0.000001865978,0.0000029115013,0.00009241983],"about_ca_topic_score_codex":0.000060133938,"about_ca_topic_score_gemma":0.0000144385185,"teacher_disagreement_score":0.19981664,"about_ca_system_score_codex":0.000060283146,"about_ca_system_score_gemma":0.0000072916855,"threshold_uncertainty_score":0.33550572},"labels":[],"label_agreement":null},{"id":"W4392683554","doi":"10.1139/cgj-2022-0608","title":"Flow failure assessment for dams and embankments","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Flow (mathematics); Geology; Engineering; Forensic engineering; Environmental science; Mechanics","score_opus":0.00642731060159408,"score_gpt":0.23025550901145045,"score_spread":0.22382819840985638,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392683554","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018781977,0.0042204987,0.9651017,0.0052113202,0.0034032718,0.00043125602,0.00029518525,0.00091332046,0.001641422],"genre_scores_gemma":[0.988311,0.00013450673,0.010910644,0.00008669355,0.00035070776,0.000016587315,0.000011891666,0.00004542095,0.00013257636],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928963,0.0000053575486,0.00016136268,0.00011099241,0.000091111535,0.00034156762],"domain_scores_gemma":[0.9993194,0.000034552635,0.00000527192,0.00009453855,0.000018526496,0.0005277505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020478897,0.00011644836,0.00011620408,0.00016009719,0.00008869774,0.0001912407,0.0001082121,0.000113473645,0.000046944468],"category_scores_gemma":[0.00001668963,0.00010967452,0.00006400817,0.00009847617,0.00001685275,0.000095438496,0.000008701165,0.00046068022,0.000009131569],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000029596447,0.000007343337,0.00004020584,0.00027222416,0.00023942383,0.0004071302,0.00011093274,0.62559104,0.0010470046,0.0032096272,0.13296707,0.23610502],"study_design_scores_gemma":[0.000096818745,0.000022060452,0.00031911038,0.000071744515,0.000014557483,0.00024188007,0.00000882831,0.5809689,0.000011575738,0.00055087486,0.4175815,0.00011215031],"about_ca_topic_score_codex":0.00010803175,"about_ca_topic_score_gemma":0.0005415695,"teacher_disagreement_score":0.969529,"about_ca_system_score_codex":0.000288952,"about_ca_system_score_gemma":0.00014017515,"threshold_uncertainty_score":0.4472397},"labels":[],"label_agreement":null},{"id":"W4392941107","doi":"10.1007/s10706-024-02758-9","title":"Contribution of 3D Roughness Along Concrete-Rock Interface to the Sliding Stability of Concrete Gravity Dams","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Hydro-Québec; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Gravity dam; Geotechnical engineering; Hydrogeology; Geology; Surface finish; Interface (matter); Stability (learning theory); Engineering; Structural engineering; Materials science; Finite element method; Computer science; Composite material; Mechanical engineering","score_opus":0.009828159062470351,"score_gpt":0.22341520158945094,"score_spread":0.21358704252698058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392941107","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7018653,0.0017586341,0.2950767,0.00017418679,0.0002887617,0.00022140706,0.00004086192,0.0005296628,0.000044492943],"genre_scores_gemma":[0.999061,0.00009577889,0.0007094888,0.000010113167,0.000060809583,0.000028427297,0.000008689275,0.000020474978,0.0000052314927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998653,0.00002738937,0.00049803394,0.00027763267,0.00018204153,0.0003619266],"domain_scores_gemma":[0.99904335,0.00046925314,0.000023663622,0.0002739061,0.00006569463,0.00012414278],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056173804,0.00023857466,0.00045153656,0.000066165405,0.00003578172,0.000024905163,0.00022855017,0.00021409507,0.000024065386],"category_scores_gemma":[0.00045115472,0.00017012202,0.00009981967,0.0003767784,0.000054201984,0.000084009174,0.0001796428,0.0004867306,0.0000063443526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028785753,0.0000031291588,0.00011300378,0.00046015595,0.00007910365,0.000009289335,0.00013909723,0.9027644,0.08753003,0.007022098,0.000047080735,0.0018038276],"study_design_scores_gemma":[0.00019510745,0.00015672608,0.0029266311,0.00026893234,0.000043592852,0.000026043504,0.000027163702,0.9515308,0.039127234,0.0001065537,0.0052921753,0.00029905137],"about_ca_topic_score_codex":0.000027245986,"about_ca_topic_score_gemma":0.0000014321796,"teacher_disagreement_score":0.29719567,"about_ca_system_score_codex":0.000043981618,"about_ca_system_score_gemma":0.000008925912,"threshold_uncertainty_score":0.69373745},"labels":[],"label_agreement":null},{"id":"W4394988120","doi":"10.2139/ssrn.4802000","title":"Experimental Study on the Impact of the Second Dam Break Heights on the Evolution of Two-Dam Failure Floods","year":2024,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Dam break; Dam failure; Dam removal; Flood myth; Geotechnical engineering; Geology; Forensic engineering; Engineering; Geography; Geomorphology; Archaeology","score_opus":0.007025925293889952,"score_gpt":0.2459727986354426,"score_spread":0.23894687334155265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394988120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9922693,0.0034910906,0.0002887702,0.0002269242,0.0008647675,0.0005607223,0.000053897365,0.00007215491,0.0021724007],"genre_scores_gemma":[0.99907017,0.00006832684,0.000004509913,0.000005290371,0.00037660118,0.000031122367,0.0000026425141,0.00007865964,0.0003626693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9975735,0.00020206244,0.0004882255,0.00024408594,0.00049140694,0.0010007073],"domain_scores_gemma":[0.99882174,0.00013526573,0.0001656226,0.000778028,0.00004977266,0.000049584654],"candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.001396537,0.00043610178,0.0003881895,0.00013835443,0.00014853412,0.00006353625,0.0009018594,0.00015335927,0.00007836446],"category_scores_gemma":[0.000023405093,0.00020173375,0.000592148,0.00022946378,0.000058306952,0.00003626068,0.0002405892,0.005760436,0.000013884511],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001470693,0.0009441819,0.00036156064,0.0001534851,0.006786803,0.000007489531,0.006024557,0.86203384,0.02288668,0.09710553,0.0028870513,0.00066171715],"study_design_scores_gemma":[0.007889371,0.015307899,0.032631524,0.005476977,0.0019631064,0.0017496591,0.07249316,0.17725264,0.124316506,0.555076,0.0010870948,0.0047560656],"about_ca_topic_score_codex":0.00014124201,"about_ca_topic_score_gemma":0.00027584124,"teacher_disagreement_score":0.68478125,"about_ca_system_score_codex":0.0026292242,"about_ca_system_score_gemma":0.0008906025,"threshold_uncertainty_score":0.99653333},"labels":[],"label_agreement":null},{"id":"W4396655525","doi":"10.1007/978-3-031-59349-9_44","title":"Paulo Afonso Dam - Diagnosis and Prognosis of an AAR-Affected Dam","year":2024,"lang":"en","type":"book-chapter","venue":"Rilem bookseries","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Environmental science","score_opus":0.010058517042920129,"score_gpt":0.20076335935337453,"score_spread":0.1907048423104544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396655525","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.062098607,0.03260096,0.00031761106,0.00015238048,0.0038534093,0.0023027542,0.0032722272,0.00702799,0.88837403],"genre_scores_gemma":[0.69497746,0.011355766,0.003112909,0.000042703945,0.0012138871,0.00067969563,0.0007544123,0.0012898782,0.28657326],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99854803,0.0000085031625,0.00045098955,0.00042382145,0.00024726987,0.000321392],"domain_scores_gemma":[0.9991561,0.0000888848,0.0000607006,0.00047421048,0.00005202292,0.00016804849],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000109981665,0.00059458555,0.00069428177,0.00024257129,0.00005293534,0.000085486194,0.00019978009,0.00040386975,0.00016505898],"category_scores_gemma":[0.000016375614,0.0005962909,0.00016367539,0.00005119251,0.00014336166,0.00017485894,0.0001051664,0.00044897178,0.0000510136],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003112667,0.0004531973,0.0016235437,0.05286308,0.011615794,0.0017358983,0.01219697,0.024428876,0.0075806254,0.55927014,0.080846585,0.24707402],"study_design_scores_gemma":[0.00052274734,0.0007009173,0.0016814867,0.003488264,0.0009160441,0.00008569992,0.00009628752,0.0052770814,0.007424643,0.011545726,0.96590906,0.0023520608],"about_ca_topic_score_codex":0.000013810031,"about_ca_topic_score_gemma":0.00006822499,"teacher_disagreement_score":0.88506246,"about_ca_system_score_codex":0.000059248625,"about_ca_system_score_gemma":0.000027263693,"threshold_uncertainty_score":0.99964887},"labels":[],"label_agreement":null},{"id":"W4396709967","doi":"10.11159/icgre24.126","title":"Stability Analysis of Surface and Subsurface Geological Hazards Using Numerical Approach in Hydropower Project of India- a Case Study","year":2024,"lang":"en","type":"article","venue":"Proceedings of the World Congress on Civil, Structural, and Environmental Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hydropower; Stability (learning theory); Geology; Geologic hazards; Environmental science; Computer science; Mining engineering; Geotechnical engineering; Engineering; Landslide; Machine learning","score_opus":0.010745349075165464,"score_gpt":0.22442694063683358,"score_spread":0.2136815915616681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396709967","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99863464,0.0006177082,0.00009506121,0.0000029494329,0.00013615288,0.00033368377,0.00005391409,0.000056353663,0.00006953993],"genre_scores_gemma":[0.99908835,0.000038522823,0.00082058867,8.4809153e-7,0.000007029851,0.0000064636324,0.0000023381676,0.000028502222,0.0000073825654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99877924,0.000009781457,0.0004283202,0.0003129164,0.00023884769,0.00023088594],"domain_scores_gemma":[0.9996643,0.00008223864,0.00005884085,0.0001321473,0.000008185657,0.000054299104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023557687,0.00027208842,0.0005475035,0.00028597983,0.000030421119,0.000025485431,0.00014285024,0.00006716429,0.000008993953],"category_scores_gemma":[0.000014075452,0.00020974182,0.000117443655,0.0007996085,0.00012996649,0.00014159584,0.00013190103,0.0003003479,3.7609087e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029191417,0.000076616365,0.14091012,0.0009000257,0.0007425266,0.000019024648,0.0016263464,0.833074,0.022263879,0.00012771726,0.0000033597873,0.00022724361],"study_design_scores_gemma":[0.00024606273,0.0000636069,0.06612597,0.00010307808,0.00029294036,0.00006990186,0.0012288963,0.9275739,0.0040594614,0.000006747938,0.0000055922133,0.00022383707],"about_ca_topic_score_codex":0.00009484807,"about_ca_topic_score_gemma":0.000012572535,"teacher_disagreement_score":0.09449995,"about_ca_system_score_codex":0.0000856083,"about_ca_system_score_gemma":0.0000056316135,"threshold_uncertainty_score":0.85530233},"labels":[],"label_agreement":null},{"id":"W4396958615","doi":"10.1061/9780784485477.089","title":"An Improved Conceptual Bayesian Model for Dam Break Risk Assessment","year":2024,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Computer science; Bayesian probability; Conceptual model; Dam break; Bayesian network; Artificial intelligence; History; Flood myth","score_opus":0.00890690626313648,"score_gpt":0.25506537312743205,"score_spread":0.24615846686429557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396958615","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0050292504,0.00012999495,0.98649544,0.000035635756,0.00047648215,0.0001732387,0.00014214228,0.0017638997,0.0057539456],"genre_scores_gemma":[0.94307584,0.000027883845,0.0557214,0.000018626393,0.00013186764,0.00006345419,0.00004385785,0.000060160964,0.0008569154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993425,0.000005574522,0.00015299981,0.00018768612,0.000071436625,0.00023980795],"domain_scores_gemma":[0.99961185,0.000044968947,0.0000050974104,0.0002160095,0.000017926397,0.00010412369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013691506,0.00014722084,0.00012554746,0.00005011078,0.000035324065,0.000082242004,0.00010854464,0.00007151905,0.000043964155],"category_scores_gemma":[0.0000049659275,0.0001326508,0.0000708992,0.00006869521,0.000014635496,0.00018378855,0.000009641144,0.00015492502,0.000009376453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002372737,0.000012983877,0.000012351912,0.00007449546,0.00006280511,0.0000012763995,0.00029365747,0.9677111,0.0039253496,0.010156902,0.0027598536,0.014986887],"study_design_scores_gemma":[0.00016788134,0.00004861641,0.00006992027,0.0000113197475,0.00002458561,0.0000016465772,0.000072857736,0.99457514,0.0003452678,0.00052266265,0.0039659073,0.0001941628],"about_ca_topic_score_codex":0.000015886919,"about_ca_topic_score_gemma":0.000016296239,"teacher_disagreement_score":0.9380466,"about_ca_system_score_codex":0.00006547571,"about_ca_system_score_gemma":0.000029352319,"threshold_uncertainty_score":0.54093426},"labels":[],"label_agreement":null},{"id":"W4399038573","doi":"10.1016/j.engappai.2024.108656","title":"Theory guided Lagrange programming neural network for subsurface flow problems","year":2024,"lang":"en","type":"article","venue":"Engineering Applications of Artificial Intelligence","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Computer science; Artificial neural network; Flow (mathematics); Flow network; Mathematical optimization; Artificial intelligence; Computational science; Mechanics","score_opus":0.02417481449160897,"score_gpt":0.2597346774123815,"score_spread":0.23555986292077252,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399038573","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0020455455,0.0042864922,0.9903976,0.00004995564,0.00060253893,0.0008364494,0.00004942247,0.0015861598,0.00014583895],"genre_scores_gemma":[0.8520951,0.0001277905,0.14575587,0.000004960878,0.00052018475,0.0012278148,0.00005911344,0.00012531523,0.00008381785],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986645,0.000008211731,0.0005093344,0.00027103713,0.00013649717,0.00041040627],"domain_scores_gemma":[0.99915165,0.00031400318,0.000023415103,0.0003498961,0.000074448486,0.00008660043],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004784023,0.00023474511,0.00022286193,0.00013611895,0.00006461829,0.000080051024,0.00029264737,0.000100529476,0.000014937603],"category_scores_gemma":[0.00004293345,0.00025131705,0.00013869535,0.0007390529,0.000039353527,0.00011664852,0.000023911176,0.00021149706,0.0000331678],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026066232,0.000012433446,0.0000017350684,0.00055939576,0.00004564054,4.6152803e-7,0.00017599265,0.790388,0.0022221298,0.048798382,0.00020782012,0.15758538],"study_design_scores_gemma":[0.000012403564,0.00002305213,0.000007768199,0.00013248954,0.00003166587,0.0000045745314,0.000029472558,0.9465557,0.007003465,0.0031132258,0.04283814,0.00024807392],"about_ca_topic_score_codex":0.000005039221,"about_ca_topic_score_gemma":0.0000041319377,"teacher_disagreement_score":0.8500496,"about_ca_system_score_codex":0.000049693648,"about_ca_system_score_gemma":0.000015856613,"threshold_uncertainty_score":0.9999939},"labels":[],"label_agreement":null},{"id":"W4399539227","doi":"10.1016/j.oceaneng.2024.118359","title":"Experimental study on the impact of the second dam break heights on the evolution of two-dam failure floods","year":2024,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Dam break; Dam failure; Geotechnical engineering; Dam removal; Geology; Flood myth; Engineering; Environmental science; Forensic engineering; Geography; Geomorphology","score_opus":0.006964178539925118,"score_gpt":0.22399897208995323,"score_spread":0.2170347935500281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399539227","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99572074,0.00050770346,0.0007858244,0.00005487623,0.00064095046,0.00038942683,0.00005151112,0.00029298742,0.0015559656],"genre_scores_gemma":[0.99958956,0.0000019443557,0.00002756926,0.0000039085403,0.0001560077,0.00001516041,0.000002224801,0.00007851757,0.00012513304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989051,0.000036349866,0.00029230549,0.00019378994,0.00028917353,0.00028324992],"domain_scores_gemma":[0.99905324,0.000235014,0.000027429855,0.00061590975,0.000019519883,0.000048872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029410495,0.00030729323,0.00023121893,0.0001162309,0.00006656903,0.000041144995,0.0004054186,0.00006123211,0.00008582796],"category_scores_gemma":[0.00002621081,0.0001566563,0.0002466204,0.00043080983,0.000032077663,0.000083891864,0.000058380552,0.00045168822,0.00001226049],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007535037,0.000107789085,0.00015455023,0.000082455634,0.0003458125,0.0000042063184,0.0020028842,0.94853675,0.041473236,0.005209132,0.002022106,0.000053566313],"study_design_scores_gemma":[0.00065090996,0.00067024224,0.018251324,0.0006803726,0.00007401695,0.000027818021,0.0021134585,0.83266884,0.14314954,0.00009468635,0.0010348418,0.0005839609],"about_ca_topic_score_codex":0.000026958172,"about_ca_topic_score_gemma":0.0000042463616,"teacher_disagreement_score":0.115867905,"about_ca_system_score_codex":0.00028397367,"about_ca_system_score_gemma":0.000025534993,"threshold_uncertainty_score":0.63882583},"labels":[],"label_agreement":null},{"id":"W4399756468","doi":"10.1177/87552930241246016","title":"Response spectrum and modal dynamic analyses of gravity dams using ground motion accelerations modified to account for hydrodynamic effects","year":2024,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ground motion; Modal; Response spectrum; Geology; Spectrum (functional analysis); Physics; Geodesy; Structural engineering; Engineering; Seismology; Materials science","score_opus":0.020288498472258453,"score_gpt":0.29497327532587686,"score_spread":0.2746847768536184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399756468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7012171,0.00030620312,0.29733083,0.00008472825,0.0003520474,0.00030618004,0.0000637096,0.00026397084,0.00007519292],"genre_scores_gemma":[0.9960194,0.000024630042,0.0036821126,0.0000070262395,0.0000729136,0.00002389076,0.000027056947,0.000057047404,0.000085870925],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989661,0.000034445824,0.00026195467,0.00028606813,0.00015117436,0.00030024958],"domain_scores_gemma":[0.9994145,0.00020438698,0.000017921626,0.00024654614,0.00002142629,0.00009524358],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003030799,0.00021988015,0.0002705191,0.00033984496,0.00007779816,0.00012387765,0.00009024507,0.000084078616,0.000008993161],"category_scores_gemma":[0.000052003714,0.00022909706,0.00010849774,0.00040108222,0.000026362104,0.00021925395,0.000019812313,0.00015847612,0.000006452931],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007266273,0.00001805118,0.000009422167,0.00029612568,0.000104191786,0.000009328171,0.0002592197,0.6927547,0.30244327,0.0013692661,0.000013174323,0.0026505962],"study_design_scores_gemma":[0.00023977758,0.00010670881,0.039409388,0.00009525178,0.000071735776,0.000016787546,0.000015877911,0.949694,0.008952017,0.001080485,0.00008206244,0.00023596],"about_ca_topic_score_codex":0.000061582534,"about_ca_topic_score_gemma":0.00010320913,"teacher_disagreement_score":0.29480234,"about_ca_system_score_codex":0.00014389082,"about_ca_system_score_gemma":0.000026909462,"threshold_uncertainty_score":0.9342307},"labels":[],"label_agreement":null},{"id":"W4400159869","doi":"10.1016/j.sandf.2024.101478","title":"Hydro-mechanical response of volcanic ash on removal of fines: Shear stiffness to critical state mechanics","year":2024,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Japan Society for the Promotion of Science; University of Tokyo; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Stiffness; Geotechnical engineering; Shear (geology); Geology; Soil mechanics; Materials science; Composite material; Petrology; Soil water","score_opus":0.014089769431642824,"score_gpt":0.2666791656946947,"score_spread":0.2525893962630519,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400159869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8477128,0.0002869621,0.14941856,0.0005489792,0.0008670725,0.00014142219,0.00020305665,0.00026678081,0.0005543367],"genre_scores_gemma":[0.99833626,0.00005355383,0.0013812517,0.000014957449,0.000035927635,0.000009137488,0.000008729477,0.000027313346,0.00013284842],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992894,0.000023492867,0.00024574122,0.00014728346,0.00013648988,0.00015760296],"domain_scores_gemma":[0.999331,0.00034468021,0.0000074059617,0.00018088371,0.00004475596,0.00009126747],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002669834,0.000106978165,0.00016661306,0.00013661975,0.00003366053,0.000030578183,0.00007056083,0.000051544288,0.000035630062],"category_scores_gemma":[0.00023537256,0.00010539957,0.00004999323,0.00025961362,0.0000220979,0.00006444831,0.000026837168,0.00012502496,0.000024159093],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000497517,0.0001833712,0.000002897359,0.0017135463,0.00026281716,0.00011677684,0.0021217796,0.25930837,0.17326109,0.498671,0.0015449199,0.062315926],"study_design_scores_gemma":[0.00039711015,0.00046168632,0.0011032816,0.0007065498,0.00008296139,0.000070917005,0.00013593234,0.95330024,0.007032566,0.013062463,0.023191396,0.0004548705],"about_ca_topic_score_codex":0.0000107341375,"about_ca_topic_score_gemma":0.000010885238,"teacher_disagreement_score":0.6939919,"about_ca_system_score_codex":0.000030455254,"about_ca_system_score_gemma":0.000039139555,"threshold_uncertainty_score":0.42980698},"labels":[],"label_agreement":null},{"id":"W4400243311","doi":"10.11159/ijci.2024.006","title":"Stability Analysis of Surface and Subsurface Geological Hazards Using Numerical Approach in Hydropower Project of India- a Case Study","year":2024,"lang":"en","type":"article","venue":"International Journal of Civil Infrastructure","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hydropower; Geologic hazards; Geology; Stability (learning theory); Subsurface flow; Environmental science; Geotechnical engineering; Mining engineering; Civil engineering; Landslide; Engineering; Computer science; Groundwater","score_opus":0.014074074184700469,"score_gpt":0.2836018220092823,"score_spread":0.26952774782458183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400243311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97724,0.00055689475,0.021605067,0.000008377521,0.00030970693,0.00009299053,0.000053232514,0.000018307626,0.00011542431],"genre_scores_gemma":[0.99681246,0.000024626037,0.00310818,0.0000020099828,0.000034962915,5.488101e-7,0.0000032185203,0.000012933044,0.0000010596696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986054,0.000067136825,0.00065268535,0.00013833954,0.0004152136,0.00012125621],"domain_scores_gemma":[0.9994699,0.0001187147,0.00010845897,0.00010690368,0.00014929166,0.000046753183],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049543456,0.00014948614,0.0004664987,0.00048168952,0.000008541964,0.00002976027,0.000184932,0.0000913951,0.000051808645],"category_scores_gemma":[0.00005164236,0.00011918831,0.00016591905,0.0007084593,0.000057454625,0.00015869536,0.000054190416,0.0004149447,5.8476413e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003763183,0.00008863589,0.13837227,0.00006774844,0.0016597054,0.00056964636,0.0028435024,0.85496306,0.0009684756,0.00003081952,0.0000162755,0.0003822296],"study_design_scores_gemma":[0.00042667973,0.00011678401,0.1267929,0.00006385961,0.00034235188,0.0014859025,0.0015031556,0.86876297,0.00024383959,0.000085117885,0.000032280714,0.00014417994],"about_ca_topic_score_codex":0.00011438282,"about_ca_topic_score_gemma":0.000039242244,"teacher_disagreement_score":0.019572463,"about_ca_system_score_codex":0.00012781798,"about_ca_system_score_gemma":0.00007984696,"threshold_uncertainty_score":0.48603582},"labels":[],"label_agreement":null},{"id":"W4400256150","doi":"10.1051/e3sconf/202454401012","title":"Impact of specimen preparation on erosion and post-erosion response of gap-graded soils","year":2024,"lang":"en","type":"article","venue":"E3S Web of Conferences","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Erosion; Soil water; Environmental science; Materials science; Geotechnical engineering; Soil science; Geology; Geomorphology","score_opus":0.019442261882704204,"score_gpt":0.2750476554335133,"score_spread":0.2556053935508091,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400256150","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969108,0.00048311928,0.00021478547,0.000022867755,0.00015082369,0.000092452865,0.00004606127,0.000078003635,0.0020010844],"genre_scores_gemma":[0.9995763,0.0002169666,0.000096980744,8.3964045e-7,0.000019561488,0.0000026335545,0.000009805018,0.000010487232,0.00006643989],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993686,0.000032780506,0.00024946412,0.00010752867,0.00014754994,0.00009404998],"domain_scores_gemma":[0.9995636,0.00018630191,0.000035020727,0.0001315258,0.000047559406,0.0000360245],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022880368,0.00011030356,0.0002078755,0.00015739776,0.000010028555,0.000015147139,0.000067740424,0.00006337575,0.000054233133],"category_scores_gemma":[0.000047268026,0.00008714139,0.00006528378,0.00011575102,0.000040247545,0.00008481376,0.00001321559,0.000073525036,0.0000032310036],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040317464,0.000024387922,0.0010724699,0.00020805396,0.000052588253,9.1931577e-7,0.00057485077,0.01120891,0.9831467,0.0018521305,0.00025940055,0.0011963899],"study_design_scores_gemma":[0.00057717826,0.0024653394,0.36437246,0.0013088956,0.000051003273,0.0000047091817,0.00014570482,0.13487324,0.49520743,0.00040631858,0.00030315368,0.00028456058],"about_ca_topic_score_codex":0.00005149136,"about_ca_topic_score_gemma":0.0000050275667,"teacher_disagreement_score":0.4879393,"about_ca_system_score_codex":0.000018719797,"about_ca_system_score_gemma":0.00012397826,"threshold_uncertainty_score":0.35535225},"labels":[],"label_agreement":null},{"id":"W4400641069","doi":"10.22541/essoar.172108341.19668507/v1","title":"A Continuous Differentiable Formulation for Seepage Face Boundary Conditions in Dynamic Groundwater Systems","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Differentiable function; Face (sociological concept); Groundwater; Boundary (topology); Boundary value problem; Applied mathematics; Computer science; Geology; Mathematics; Geotechnical engineering; Mathematical analysis; Sociology","score_opus":0.0075475312435762994,"score_gpt":0.2273074364516665,"score_spread":0.21975990520809022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400641069","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45910245,0.002017867,0.5214931,0.00006584339,0.005980844,0.0021211922,0.0008424187,0.00245771,0.0059185666],"genre_scores_gemma":[0.9905783,0.0000373169,0.0005025156,0.000004765548,0.00008645862,0.0006929685,0.0012790468,0.000115638606,0.006702986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987402,0.000009546416,0.00043741518,0.00032764408,0.00012128626,0.00036390466],"domain_scores_gemma":[0.9995173,0.000046480858,0.00002562836,0.0003223403,0.000030997166,0.0000572036],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013188325,0.0003380261,0.00045593173,0.00028294994,0.000040223065,0.0003011067,0.00015204796,0.00032841472,0.000029124267],"category_scores_gemma":[0.0000059510803,0.00032886642,0.00015323087,0.000093713694,0.000009442196,0.00007127727,0.00014408772,0.00052728987,0.00005522961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007803752,0.000026861344,0.000059241193,0.0047361855,0.00020418108,0.000009441351,0.000353023,0.98794883,0.00058640604,0.003390729,0.0025160196,0.00016126303],"study_design_scores_gemma":[0.0002842799,0.000017079068,0.0008505228,0.0005292432,0.000058127367,0.0000076195356,0.00007916352,0.9903767,0.0000641957,0.0037469117,0.0035785176,0.00040761117],"about_ca_topic_score_codex":0.00009319144,"about_ca_topic_score_gemma":0.000078713805,"teacher_disagreement_score":0.53147584,"about_ca_system_score_codex":0.00036046322,"about_ca_system_score_gemma":0.000027683478,"threshold_uncertainty_score":0.9999163},"labels":[],"label_agreement":null},{"id":"W4400770972","doi":"10.22541/essoar.172108341.19668507/v2","title":"A Continuous Differentiable Formulation for Seepage Face Boundary Conditions in Dynamic Groundwater Systems","year":2024,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"National Research Foundation of Korea; National Research Foundation","keywords":"Differentiable function; Groundwater; Face (sociological concept); Boundary (topology); Geology; Environmental science; Applied mathematics; Mathematics; Geotechnical engineering; Mathematical analysis; Sociology","score_opus":0.0075475312435762994,"score_gpt":0.2273074364516665,"score_spread":0.21975990520809022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400770972","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45910245,0.002017867,0.5214931,0.00006584339,0.005980844,0.0021211922,0.0008424187,0.00245771,0.0059185666],"genre_scores_gemma":[0.9905783,0.0000373169,0.0005025156,0.000004765548,0.00008645862,0.0006929685,0.0012790468,0.000115638606,0.006702986],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987402,0.000009546416,0.00043741518,0.00032764408,0.00012128626,0.00036390466],"domain_scores_gemma":[0.9995173,0.000046480858,0.00002562836,0.0003223403,0.000030997166,0.0000572036],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013188325,0.0003380261,0.00045593173,0.00028294994,0.000040223065,0.0003011067,0.00015204796,0.00032841472,0.000029124267],"category_scores_gemma":[0.0000059510803,0.00032886642,0.00015323087,0.000093713694,0.000009442196,0.00007127727,0.00014408772,0.00052728987,0.00005522961],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007803752,0.000026861344,0.000059241193,0.0047361855,0.00020418108,0.000009441351,0.000353023,0.98794883,0.00058640604,0.003390729,0.0025160196,0.00016126303],"study_design_scores_gemma":[0.0002842799,0.000017079068,0.0008505228,0.0005292432,0.000058127367,0.0000076195356,0.00007916352,0.9903767,0.0000641957,0.0037469117,0.0035785176,0.00040761117],"about_ca_topic_score_codex":0.00009319144,"about_ca_topic_score_gemma":0.000078713805,"teacher_disagreement_score":0.53147584,"about_ca_system_score_codex":0.00036046322,"about_ca_system_score_gemma":0.000027683478,"threshold_uncertainty_score":0.9999163},"labels":[],"label_agreement":null},{"id":"W4401207576","doi":"10.1007/s40098-024-01032-2","title":"Meta-Heuristic-Based Machine Learning Techniques for Soil Stress Prediction in Embankment Dams During Construction","year":2024,"lang":"en","type":"article","venue":"Indian geotechnical journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Montréal","funders":"","keywords":"Adaptive neuro fuzzy inference system; Artificial neural network; Firefly algorithm; Heuristic; Engineering; Machine learning; Computer science; Particle swarm optimization; Fuzzy logic; Artificial intelligence; Fuzzy control system","score_opus":0.011164409510777469,"score_gpt":0.22594831764085005,"score_spread":0.2147839081300726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401207576","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1793102,0.0042697918,0.808032,0.00052772544,0.0020258569,0.0007382966,0.00035886723,0.0042855823,0.00045167585],"genre_scores_gemma":[0.99352294,0.00019149279,0.005722216,0.0000089201685,0.00031670605,0.000091856025,0.00003296269,0.00006279449,0.000050098948],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99871504,0.00003495125,0.00048632864,0.00019703525,0.00021561101,0.00035103454],"domain_scores_gemma":[0.99958706,0.000095863616,0.000035929374,0.00012442106,0.000030449488,0.00012630259],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005049303,0.00021381817,0.00029151203,0.00043471585,0.000112238915,0.00014626162,0.00013823972,0.00019620835,0.000048803147],"category_scores_gemma":[0.000058449663,0.00019554063,0.00021352357,0.00024558406,0.000035356315,0.00016047852,0.000018203635,0.0011874395,0.0000064912615],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021278825,0.000027596785,0.00020015225,0.00041742227,0.0003225638,0.00013899835,0.000074414274,0.98009866,0.0035469618,0.000102271995,0.00016774217,0.014881903],"study_design_scores_gemma":[0.0007018897,0.00019837814,0.0011405516,0.00075443246,0.00040078396,0.00083059445,0.000043792425,0.94681543,0.033547178,0.00069824833,0.01440379,0.0004649451],"about_ca_topic_score_codex":0.000008825659,"about_ca_topic_score_gemma":0.000006280715,"teacher_disagreement_score":0.81421274,"about_ca_system_score_codex":0.00027555512,"about_ca_system_score_gemma":0.000039076163,"threshold_uncertainty_score":0.7973916},"labels":[],"label_agreement":null},{"id":"W4401679292","doi":"10.1007/s10706-024-02911-4","title":"Observed Damage Behavior of Earth Dams During the 2023 Kahramanmaraş, Turkey, Earthquakes","year":2024,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Geology; Crest; Seismology; Slip (aerodynamics); Induced seismicity; Moment magnitude scale; Engineering","score_opus":0.01146740807400254,"score_gpt":0.19888720799434945,"score_spread":0.1874197999203469,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401679292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9894663,0.003533951,0.0046502007,0.00011562359,0.00036141978,0.00019387706,0.000028048273,0.0013982482,0.00025230256],"genre_scores_gemma":[0.9984501,0.00042619245,0.0005929923,0.0000058618875,0.00011425314,0.00006295035,0.000009426929,0.00003871453,0.0002995228],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99868375,0.000013950348,0.00037350698,0.00028821247,0.00019443488,0.00044615424],"domain_scores_gemma":[0.9993422,0.00018434363,0.000013695765,0.0003107597,0.000018806628,0.00013020026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020914599,0.0002855516,0.00032010715,0.000074498595,0.00006189855,0.000060806375,0.00025373942,0.00023657727,0.00009231661],"category_scores_gemma":[0.000048654627,0.00019706608,0.00013930467,0.00037295898,0.00010012927,0.00011073022,0.00015128561,0.000684843,0.000026587346],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008780771,0.000025799716,0.00021332181,0.00068643165,0.00008528382,0.00016054677,0.000043309064,0.96438694,0.027656525,0.0031591274,0.000043904605,0.0035300408],"study_design_scores_gemma":[0.0002694719,0.00010002222,0.24928029,0.00032873757,0.00007567534,0.00012073437,0.000024431662,0.73499906,0.0034755217,0.000093091,0.010695314,0.00053764315],"about_ca_topic_score_codex":0.000016867096,"about_ca_topic_score_gemma":0.0000021609285,"teacher_disagreement_score":0.24906698,"about_ca_system_score_codex":0.00001242445,"about_ca_system_score_gemma":0.0000060293387,"threshold_uncertainty_score":0.8036121},"labels":[],"label_agreement":null},{"id":"W4401747856","doi":"10.14796/jwmm.c521","title":"Dam-Break Risk Analysis and Mitigation at Pidekso Dam, Wonogiri Regency, Central Java, Indonesia","year":2024,"lang":"en","type":"article","venue":"Journal of Water Management Modeling","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Java; Dam break; Computer science; Geography; Operating system; Archaeology","score_opus":0.005823613265352575,"score_gpt":0.19246499966513123,"score_spread":0.18664138639977865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401747856","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.65581656,0.0010041232,0.342172,0.00008792698,0.0004045006,0.000054850818,0.0000047841468,0.00008727702,0.00036801753],"genre_scores_gemma":[0.9947705,0.0015295639,0.0032580523,0.0000102017375,0.00017457645,0.0000024870144,0.000015615375,0.000033817287,0.00020514667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987078,0.000024420911,0.000525884,0.00016811072,0.0002614055,0.0003123944],"domain_scores_gemma":[0.9996337,0.000012883544,0.000040786836,0.00016329062,0.00003597789,0.00011335639],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045733197,0.00018408564,0.00026607382,0.0005856613,0.000069108995,0.00013444819,0.00012915014,0.000056467503,0.000027272954],"category_scores_gemma":[0.000002945312,0.00014089629,0.00018877992,0.00026185645,0.000010082706,0.00032874354,0.00007051846,0.00023825617,0.000010142723],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000101114765,0.000007124854,0.0015598836,0.00020533286,0.0013647662,0.0000772173,0.00061135064,0.99086654,0.00066502776,0.000048838367,0.00023902355,0.004344754],"study_design_scores_gemma":[0.00020604311,0.000015951597,0.001833679,0.00011970662,0.0011069401,0.000021074991,0.000069064496,0.99422777,0.0009615253,0.0003159469,0.0009449208,0.000177363],"about_ca_topic_score_codex":0.000009838642,"about_ca_topic_score_gemma":0.000005305266,"teacher_disagreement_score":0.338954,"about_ca_system_score_codex":0.00015540048,"about_ca_system_score_gemma":0.000003370901,"threshold_uncertainty_score":0.5745584},"labels":[],"label_agreement":null},{"id":"W4402545461","doi":"10.36487/acg_repo/2465_83","title":"Trialling the application of hydraulic preconditioning at Creighton Deep","year":2024,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Environmental science","score_opus":0.006502279879087257,"score_gpt":0.20263855719811869,"score_spread":0.19613627731903144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402545461","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08087825,0.0019272213,0.86095726,0.000094460425,0.0005312119,0.00018291286,0.000004744531,0.00096985506,0.054454103],"genre_scores_gemma":[0.9986637,0.00005396346,0.00063014135,0.000007393618,0.00011278786,0.000027690206,0.000015816733,0.0000190754,0.00046938233],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996223,0.0000052655228,0.00014340175,0.00007651451,0.00006527343,0.000087245375],"domain_scores_gemma":[0.9997457,0.000092903705,0.000006900759,0.0001291093,0.0000073389724,0.000018031315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011945301,0.0000634404,0.00007060025,0.00003822885,0.00003073973,0.000018396684,0.000070269736,0.00003315447,0.00011225685],"category_scores_gemma":[0.000005711903,0.00004502747,0.000046458903,0.00012402276,0.000009430578,0.000051476556,0.000010815369,0.0000720236,0.00008616204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000002689184,0.0000032550672,0.000015595277,0.00015251225,0.000056082994,4.799125e-7,0.00035124974,0.95405084,0.009435194,0.01142253,0.0008008503,0.0237087],"study_design_scores_gemma":[0.00006246698,0.000005593973,0.0002537631,0.000022492573,0.000014032391,0.0000039364368,0.000015262669,0.9504312,0.014784887,0.00036932,0.033968948,0.000068071044],"about_ca_topic_score_codex":0.000008040335,"about_ca_topic_score_gemma":0.000008194684,"teacher_disagreement_score":0.9177855,"about_ca_system_score_codex":0.000032178345,"about_ca_system_score_gemma":0.0000031581205,"threshold_uncertainty_score":0.1836167},"labels":[],"label_agreement":null},{"id":"W4403083037","doi":"10.1139/cgj-2023-0534","title":"Contrast experiments on breaching characteristics of landslide dams and debris-flow dams","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Debris flow; Geotechnical engineering; Landslide; Geology; Debris; Contrast (vision); Computer science","score_opus":0.007853767884979618,"score_gpt":0.22124867877982782,"score_spread":0.2133949108948482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403083037","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8889676,0.0046009934,0.09766854,0.0008137093,0.0032638337,0.000258327,0.00044088508,0.00065944367,0.003326704],"genre_scores_gemma":[0.9989673,0.00019059557,0.0004669291,0.000063599175,0.00022297767,0.0000025656714,0.0000101861515,0.000038344268,0.00003752377],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991492,0.00001303068,0.00027380546,0.00011672774,0.00012872223,0.00031853764],"domain_scores_gemma":[0.99929,0.000056399967,0.000016426984,0.00012713991,0.00001743902,0.00049258623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020597813,0.00014635679,0.00020744187,0.00019328909,0.00006202534,0.0001021422,0.00012747913,0.00011938948,0.000035122874],"category_scores_gemma":[0.00004362844,0.00013669571,0.00005956046,0.00009410628,0.000030424593,0.000076088174,0.000011054297,0.00061958435,0.000011516265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047625665,0.000054212866,0.0010302208,0.00046585887,0.0005911121,0.00259418,0.0012696221,0.1548221,0.016618313,0.002791546,0.016124018,0.8035912],"study_design_scores_gemma":[0.0007705814,0.0002276978,0.01767456,0.0015213685,0.00008411255,0.0018550954,0.000101849015,0.796161,0.0015348217,0.0002607902,0.17900434,0.0008038004],"about_ca_topic_score_codex":0.0005144358,"about_ca_topic_score_gemma":0.00014306078,"teacher_disagreement_score":0.8027874,"about_ca_system_score_codex":0.00018212856,"about_ca_system_score_gemma":0.00007717158,"threshold_uncertainty_score":0.55742896},"labels":[],"label_agreement":null},{"id":"W4403086221","doi":"10.1139/cgj-2024-0223","title":"Elastic–plastic–creep behavior of high rockfill dams: a case study on Lianghekou CRFD","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Natural Science Foundation of China","keywords":"Creep; Geotechnical engineering; Geology; Forensic engineering; Engineering; Structural engineering; Materials science; Composite material","score_opus":0.010743168658314359,"score_gpt":0.22980511089294134,"score_spread":0.219061942234627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403086221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97442406,0.0005270747,0.020795293,0.00012055628,0.0026695142,0.0002948455,0.00021371664,0.0004824328,0.00047253194],"genre_scores_gemma":[0.9992435,0.000020337477,0.00020176107,0.000021301148,0.00033433246,0.000021442796,0.000004091222,0.00007632923,0.000076890254],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99850065,0.000027105161,0.0004639236,0.00021498735,0.0002703119,0.00052301155],"domain_scores_gemma":[0.9985972,0.00017547999,0.00002344055,0.00029728733,0.00005595746,0.0008506371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024730785,0.00025330888,0.00030419455,0.0005372099,0.000104280916,0.000110068606,0.00025819457,0.00018439566,0.0001443537],"category_scores_gemma":[0.00012341727,0.00023832466,0.00013655217,0.00038126708,0.000038482274,0.00009831458,0.0000223925,0.0011284451,0.000077906174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001733345,0.00018179076,0.00025837717,0.00012943897,0.0003174452,0.1047202,0.00039580237,0.8507339,0.0005683447,0.0006982582,0.010020629,0.031958524],"study_design_scores_gemma":[0.0040598703,0.005502275,0.042528685,0.0026501557,0.001999722,0.14156657,0.0035157017,0.66202885,0.0011299058,0.0005363016,0.13050063,0.0039813397],"about_ca_topic_score_codex":0.005925651,"about_ca_topic_score_gemma":0.004571341,"teacher_disagreement_score":0.18870503,"about_ca_system_score_codex":0.00041044186,"about_ca_system_score_gemma":0.00020460096,"threshold_uncertainty_score":0.97185975},"labels":[],"label_agreement":null},{"id":"W4403468743","doi":"10.1007/s10064-024-03941-1","title":"Integrating analytical and machine learning approaches to simulate and predict dam foundation stress and river valley contraction in a large-scale reservoir","year":2024,"lang":"en","type":"article","venue":"Bulletin of Engineering Geology and the Environment","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"China Scholarship Council; National Natural Science Foundation of China; University of Ottawa","keywords":"Nature Conservation; Foundation (evidence); Contraction (grammar); Scale (ratio); Geotechnical engineering; Geology; Hydrology (agriculture); Geography; Archaeology; Ecology; Cartography; Philosophy; Biology","score_opus":0.01051410267896587,"score_gpt":0.18075994709752508,"score_spread":0.1702458444185592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403468743","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9661775,0.0036581818,0.029028855,0.000640853,0.00007278978,0.00019584874,0.00000492929,0.000072485695,0.00014855726],"genre_scores_gemma":[0.99763286,0.0009435794,0.0012698523,0.0000051613138,0.000026219428,0.000021135163,0.0000073787396,0.000018217226,0.00007557333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993183,0.00004683844,0.00018340652,0.0001974162,0.00007201553,0.00018201274],"domain_scores_gemma":[0.9994739,0.00037896162,0.000011050811,0.0000804844,0.0000027467302,0.000052809824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00065278914,0.00013388539,0.0001956052,0.00010637043,0.000049140515,0.000021835214,0.000035690016,0.00008400179,0.000013779426],"category_scores_gemma":[0.00006475049,0.00010868102,0.000015433356,0.000047017893,0.00011478989,0.00002652934,0.000084937165,0.000369732,0.0000020276177],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035385026,0.000012782852,0.005171696,0.00023569826,0.00006432575,0.0000053000367,0.001626012,0.98779696,0.00009400637,0.0028393671,0.0000069773873,0.0021114855],"study_design_scores_gemma":[0.0005312106,0.0000499283,0.032765448,0.000120347395,0.000024819576,0.000011910315,0.0001346761,0.9592185,0.000033411412,0.00008989314,0.006915362,0.0001045065],"about_ca_topic_score_codex":0.00004061285,"about_ca_topic_score_gemma":0.000007784016,"teacher_disagreement_score":0.031455383,"about_ca_system_score_codex":0.000021061123,"about_ca_system_score_gemma":0.000001476786,"threshold_uncertainty_score":0.44318834},"labels":[],"label_agreement":null},{"id":"W4403716317","doi":"10.1016/j.sandf.2024.101518","title":"The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation","year":2024,"lang":"en","type":"article","venue":"SOILS AND FOUNDATIONS","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Japan Society for the Promotion of Science; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Geotechnical engineering; Shear modulus; Materials science; Principal stress; Shear stress; Triaxial shear test; Modulus; Shear (geology); Composite material; Geology","score_opus":0.012570843284695273,"score_gpt":0.23738628391497493,"score_spread":0.22481544063027967,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403716317","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895595,0.0003237639,0.0074160905,0.00008540444,0.00040123245,0.00014175558,0.000052400454,0.00011076291,0.001909118],"genre_scores_gemma":[0.9995878,0.00013366884,0.00007181515,0.0000014003946,0.000036777223,0.000014241197,0.00003559681,0.000015395874,0.000103319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995378,0.000022311082,0.00015888539,0.0000866547,0.000090125526,0.00010420001],"domain_scores_gemma":[0.99962485,0.00019583978,0.000014120637,0.000120993136,0.000015552716,0.000028639908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017477942,0.0000860592,0.000098295845,0.00005577364,0.00006851827,0.00003813838,0.000048668062,0.00004054291,0.000006322615],"category_scores_gemma":[0.000022790291,0.00006182216,0.000043825614,0.00011950791,0.00003934219,0.00004369357,0.000011093403,0.000099587676,0.0000034637103],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000262452,0.000027338048,0.00020561772,0.0008786357,0.0001572842,0.0000018274566,0.0008753877,0.8208989,0.010228238,0.0678813,0.00006923172,0.09874998],"study_design_scores_gemma":[0.0006524507,0.00047527096,0.032259937,0.0004916413,0.000093847164,0.000004410091,0.00029204955,0.94903344,0.012650914,0.0028233284,0.0009555138,0.0002671777],"about_ca_topic_score_codex":0.000026132862,"about_ca_topic_score_gemma":0.000055987264,"teacher_disagreement_score":0.12813455,"about_ca_system_score_codex":0.00002044217,"about_ca_system_score_gemma":0.000011464784,"threshold_uncertainty_score":0.25210348},"labels":[],"label_agreement":null},{"id":"W4403766025","doi":"10.3390/s24216856","title":"Onsite Seismic Monitoring Behavior of Undamaged Dams During the 2023 Kahramanmaraş Earthquakes (M7.7 and M7.6)","year":2024,"lang":"en","type":"article","venue":"Sensors","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Seismology; Aftershock; Geology; Foreshock; Fault (geology); Crest; Geotechnical engineering","score_opus":0.006383209655164119,"score_gpt":0.21434641092247023,"score_spread":0.2079632012673061,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403766025","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962401,0.0015580518,0.00009299331,0.000046125286,0.00089023175,0.000114627306,0.000025472858,0.0004437735,0.0005886222],"genre_scores_gemma":[0.9978956,0.00027314865,0.00016374327,0.0000019277104,0.0001759617,0.000010388911,0.0000028128,0.000053675427,0.0014227179],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9992224,0.000020359494,0.00019749682,0.00016844927,0.0001456812,0.00024563633],"domain_scores_gemma":[0.9995664,0.00009604458,0.000012054669,0.00024980196,0.000015331982,0.00006037662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014146569,0.00017014655,0.00016493288,0.000107881104,0.00007336608,0.00006557034,0.00009392418,0.00006965523,0.000014040887],"category_scores_gemma":[0.000015581652,0.00014029,0.00006588565,0.00022435514,0.000047240082,0.00007691393,0.000034531284,0.00029814968,0.000036228223],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017082848,0.000025261888,0.014940466,0.0014047131,0.00028863383,0.00027517948,0.004147864,0.8485553,0.10377044,0.00019738564,0.00026099704,0.026116647],"study_design_scores_gemma":[0.00054464285,0.000060582384,0.71986413,0.00085942424,0.0002209991,0.00018674895,0.0014329576,0.20052561,0.06450316,0.00004043404,0.01089783,0.00086349854],"about_ca_topic_score_codex":0.000049955604,"about_ca_topic_score_gemma":0.000007428665,"teacher_disagreement_score":0.7049236,"about_ca_system_score_codex":0.000032258424,"about_ca_system_score_gemma":0.0000070952774,"threshold_uncertainty_score":0.57208604},"labels":[],"label_agreement":null},{"id":"W4404172857","doi":"10.1139/cgj-2023-0602","title":"Flowslide on a fill slope triggered by a burst water pipe: a case history","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Geotechnical engineering; Geology; Forensic engineering; Environmental science; Engineering","score_opus":0.007826580112492371,"score_gpt":0.17904354840921685,"score_spread":0.17121696829672448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404172857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55376315,0.12861793,0.15157026,0.029110141,0.05259554,0.0026389207,0.0030947393,0.014714707,0.063894585],"genre_scores_gemma":[0.99698097,0.00014260829,0.0001459443,0.00031042792,0.00039363766,0.000013725439,0.00001916428,0.000090337875,0.001903179],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99861294,0.00002278998,0.0003164556,0.00020050826,0.00016979889,0.00067752635],"domain_scores_gemma":[0.99866384,0.000046714256,0.000008143181,0.0002396159,0.000025047237,0.0010166189],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003016047,0.00023367452,0.00022297245,0.00037080835,0.000096299635,0.000106439475,0.000208476,0.00022260376,0.0007677024],"category_scores_gemma":[0.000041718868,0.00019015932,0.00015973077,0.00012720439,0.000035679917,0.00010863523,0.000011992603,0.0012268894,0.000353052],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001105873,0.000013781198,5.10805e-7,0.00008481613,0.00014133868,0.04001619,0.00028604412,0.08869325,0.0030183224,0.00012558713,0.8346981,0.032911],"study_design_scores_gemma":[0.00017381819,0.000043874443,0.0000049171945,0.00012185958,0.00002921828,0.011107336,0.000014625538,0.0690411,0.00025142453,0.00005051779,0.9188763,0.00028500854],"about_ca_topic_score_codex":0.0021363965,"about_ca_topic_score_gemma":0.0012886496,"teacher_disagreement_score":0.4432178,"about_ca_system_score_codex":0.0018682673,"about_ca_system_score_gemma":0.00021753523,"threshold_uncertainty_score":0.8405803},"labels":[],"label_agreement":null},{"id":"W4404324710","doi":"10.1016/j.enggeo.2024.107805","title":"Effect of the presence of a tailings dam beach on breach outflow and erosion during overtopping failure","year":2024,"lang":"en","type":"article","venue":"Engineering Geology","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; University of British Columbia; Queen's University","funders":"","keywords":"Outflow; Tailings; Tailings dam; Geology; Erosion; Geotechnical engineering; Coastal erosion; Dam failure; Beach nourishment; Mining engineering; Flood myth; Geomorphology; Oceanography; Geography; Archaeology","score_opus":0.001826139887412809,"score_gpt":0.17689263741789144,"score_spread":0.17506649753047862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404324710","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99352384,0.0011309792,0.0038434784,0.000056733395,0.0008183612,0.00015641052,0.000006762187,0.00035658444,0.00010686259],"genre_scores_gemma":[0.99947906,0.000032173073,0.00026394174,0.0000020284303,0.000069059875,0.000016008704,0.0000031309244,0.000045626395,0.00008898735],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99912137,0.000025911868,0.00024223489,0.00020535255,0.000137853,0.00026729566],"domain_scores_gemma":[0.999291,0.0003403688,0.00001895702,0.0002891899,0.00001379824,0.000046659592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020250217,0.00021729308,0.00030014687,0.00015588374,0.000026740221,0.000011566526,0.00017711848,0.00013748964,0.0000060346133],"category_scores_gemma":[0.00013248887,0.00016876009,0.00009098364,0.00024007776,0.000044535213,0.00006659823,0.00007948935,0.00037764365,0.0000024537646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012817126,0.000005410332,0.00063746556,0.0021696072,0.00006734075,0.000007416546,0.0004669419,0.70381975,0.2911339,0.00071979896,0.000081506114,0.000878046],"study_design_scores_gemma":[0.0005195584,0.0002492538,0.013827934,0.0013464903,0.000059214923,0.00010028426,0.000017540713,0.77738714,0.20489866,0.000027113038,0.0012120695,0.00035470925],"about_ca_topic_score_codex":0.000014995668,"about_ca_topic_score_gemma":0.0000018310724,"teacher_disagreement_score":0.086235255,"about_ca_system_score_codex":0.000033415497,"about_ca_system_score_gemma":0.000007110686,"threshold_uncertainty_score":0.68818367},"labels":[],"label_agreement":null},{"id":"W4405038203","doi":"10.1007/s10230-024-01015-y","title":"Tailings Dam Breach Outflow Modelling: A Review","year":2024,"lang":"en","type":"review","venue":"Mine Water and the Environment","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wilfrid Laurier University; University of Ottawa","funders":"","keywords":"Tailings; Outflow; Hydrogeology; Geology; Mineral resource classification; Tailings dam; Mining engineering; Geotechnical engineering; Geochemistry; Oceanography; Metallurgy","score_opus":0.017120484153358134,"score_gpt":0.21133590406682823,"score_spread":0.1942154199134701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405038203","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000020371383,0.9950853,0.0031745925,0.000096630785,0.00025685987,0.0005287193,0.000023984883,0.00014872923,0.0006831623],"genre_scores_gemma":[0.000040874296,0.99589974,0.00016140411,0.00002939954,0.0001392956,0.00020746124,0.0001698691,0.00011284267,0.0032391215],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987603,0.000036716534,0.00045056437,0.00029806275,0.00015619028,0.00029817256],"domain_scores_gemma":[0.999426,0.000027637383,0.000018701568,0.0004513112,0.000001619284,0.000074750795],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038043383,0.00048382886,0.0011250804,0.000051517036,0.000037352125,0.000038048678,0.00020668806,0.00011974365,0.000051624353],"category_scores_gemma":[0.0000014165279,0.00022501648,0.00035444973,0.00004135064,0.00005839061,0.000025653184,0.0001313586,0.00043201252,0.00052570866],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000028755599,0.000027246982,5.8389638e-8,0.19890058,0.0009459176,0.00004284055,0.0004905388,0.036037486,0.0000014387624,0.00018573091,0.00577437,0.7575909],"study_design_scores_gemma":[0.000115604285,0.0000057779685,9.777342e-9,0.011818226,0.0015631814,0.00004110533,0.0000012664664,0.015364121,0.0000013254194,0.000074930096,0.9707146,0.0002998357],"about_ca_topic_score_codex":0.0000057841353,"about_ca_topic_score_gemma":1.1541366e-7,"teacher_disagreement_score":0.96494025,"about_ca_system_score_codex":0.000064626474,"about_ca_system_score_gemma":0.0000034519162,"threshold_uncertainty_score":0.9175906},"labels":[],"label_agreement":null},{"id":"W4405225046","doi":"10.1139/cgj-2024-0382","title":"A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities","year":2024,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Classification of discontinuities; Geotechnical engineering; Stability (learning theory); Geology; Field (mathematics); Numerical analysis; Slope stability analysis; Slope stability; Computer science; Mathematics; Mathematical analysis","score_opus":0.010697498759003082,"score_gpt":0.25044083774225345,"score_spread":0.23974333898325037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405225046","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0047270064,0.0011427667,0.99237156,0.0009931797,0.00017787082,0.00014589589,0.00024724953,0.000099045545,0.00009544054],"genre_scores_gemma":[0.9952882,0.00005076485,0.004390151,0.00006473336,0.000109262444,0.000024716015,0.000007750843,0.000026901702,0.000037539947],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990277,0.000027014998,0.000307061,0.00014256359,0.00015389964,0.00034170697],"domain_scores_gemma":[0.99861234,0.0007847997,0.00002431263,0.00021797245,0.00006900976,0.00029157347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047098898,0.00014806238,0.0003355895,0.00026317727,0.00009379379,0.00009859495,0.0002485476,0.00006475826,0.00012032685],"category_scores_gemma":[0.00014289243,0.00009568267,0.0002717561,0.0004733109,0.000028039141,0.00008144657,0.000010393024,0.0004870798,0.0000013880061],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032875592,0.000011732957,0.000023739009,0.00006485835,0.001823799,0.00006113276,0.00019900237,0.9455815,0.00023577371,0.0007051701,0.0040354896,0.047224954],"study_design_scores_gemma":[0.00016880357,0.00013226534,0.00016842136,0.00005198385,0.0008300001,0.00008821587,0.00012459097,0.95431584,0.00091779744,0.00015075147,0.042897798,0.00015350942],"about_ca_topic_score_codex":0.0015883642,"about_ca_topic_score_gemma":0.0018832355,"teacher_disagreement_score":0.9905612,"about_ca_system_score_codex":0.00017052618,"about_ca_system_score_gemma":0.0002012032,"threshold_uncertainty_score":0.39018258},"labels":[],"label_agreement":null},{"id":"W4405982789","doi":"10.1016/j.geomorph.2024.109588","title":"Back-analysis of the 2000 Yigong dam breach flood morphodynamics: Challenges and promises","year":2025,"lang":"en","type":"article","venue":"Geomorphology","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Beach morphodynamics; Geology; Flood myth; Geomorphology; Hydrology (agriculture); Sediment transport; Geotechnical engineering; Sediment; Archaeology; Geography","score_opus":0.007237512990647807,"score_gpt":0.19850033865124989,"score_spread":0.19126282566060207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405982789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97094667,0.009400936,0.002304036,0.0005298384,0.000729897,0.00020497128,0.00011299058,0.00012887894,0.015641775],"genre_scores_gemma":[0.9975614,0.0012061667,0.0003289611,0.000037374426,0.00001907434,0.000014352916,0.000023819182,0.000015362695,0.00079351524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99927545,0.00003417833,0.0002227249,0.0001870166,0.00006630408,0.00021435981],"domain_scores_gemma":[0.99944127,0.00006920389,0.00002665024,0.00040255825,0.000028967832,0.000031361116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014774974,0.0001424109,0.00037371137,0.0002020756,0.000031929154,0.0000063583198,0.00019938624,0.0001204614,0.00013646754],"category_scores_gemma":[0.000023733648,0.00011509245,0.00010213999,0.00038227497,0.0000886349,0.000028773633,0.000077428565,0.00015051558,0.0000100170855],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059552538,0.00024215676,0.020335749,0.0012591118,0.01217459,0.000035987174,0.0050674584,0.8679351,0.020730164,0.014252193,0.006237533,0.05167037],"study_design_scores_gemma":[0.0012455042,0.000059385235,0.71095896,0.00010470919,0.002578182,0.00006721876,0.0003826758,0.26114616,0.0017685022,0.00049953326,0.020620326,0.00056888355],"about_ca_topic_score_codex":0.000050914598,"about_ca_topic_score_gemma":0.00015747959,"teacher_disagreement_score":0.69062316,"about_ca_system_score_codex":0.000034019085,"about_ca_system_score_gemma":0.000018656625,"threshold_uncertainty_score":0.4693334},"labels":[],"label_agreement":null},{"id":"W4406392372","doi":"10.1016/s0967-0653(98)82182-0","title":"10.1016/s0967-0653(98)82182-0","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Finite element method; Geology; Bifurcation; Flow (mathematics); Tidal current; Mechanics; Environmental science; Oceanography; Physics; Nonlinear system; Thermodynamics","score_opus":0.0035613700122737175,"score_gpt":0.14455041975082036,"score_spread":0.14098904973854665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406392372","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00015390423,0.000102129125,0.00003051208,0.000040306502,0.0000053835442,0.00007977868,0.00001606886,0.0009491065,0.99862283],"genre_scores_gemma":[0.00040652146,8.627892e-7,0.0002802794,0.000008286596,0.00015063676,0.000013535199,0.000012488677,0.000053830336,0.99907357],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99930626,0.000007294758,0.00014548335,0.00013699336,0.000114369526,0.00028960567],"domain_scores_gemma":[0.9995483,0.00002135298,0.000004775896,0.00026654676,0.000012570433,0.0001464303],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00007223707,0.00015708877,0.0001558398,0.0000617485,0.000030106574,0.000026918404,0.00016866915,0.00006484146,0.99657696],"category_scores_gemma":[0.0000096858475,0.00016670105,0.00005280525,0.0001697813,0.00000903737,0.00006919195,0.00001467169,0.00012764243,0.9986802],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009520977,0.000010169115,7.120689e-9,0.000015066158,0.000023270739,0.000005469204,0.000018181017,0.09396219,0.000028722165,0.000001102442,0.39967415,0.50625217],"study_design_scores_gemma":[0.00013509678,0.000029708954,0.000009461288,0.000017544788,0.000008662447,0.0000060049615,3.624682e-7,0.015952723,0.00012368834,0.000002469738,0.98350066,0.00021363316],"about_ca_topic_score_codex":0.000005792791,"about_ca_topic_score_gemma":8.7594714e-8,"teacher_disagreement_score":0.5838265,"about_ca_system_score_codex":0.000041992673,"about_ca_system_score_gemma":0.0000054517695,"threshold_uncertainty_score":0.67978716},"labels":[],"label_agreement":null},{"id":"W4406800006","doi":"10.18280/mmep.120126","title":"Seepage Analysis Equations for Zoned Earth Fill Dams with an Inclined Core","year":2025,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earth (classical element); Core (optical fiber); Geology; Geotechnical engineering; Mathematics; Materials science; Composite material; Mathematical physics","score_opus":0.025477815522961116,"score_gpt":0.23590916084043706,"score_spread":0.21043134531747595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406800006","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.046788894,0.00016014113,0.9514486,0.00003294058,0.00006109615,0.00030533265,0.000025701345,0.00078930607,0.00038797417],"genre_scores_gemma":[0.8360344,0.000027680318,0.1633346,0.0000099773715,0.000029766526,0.00015075575,0.00006544362,0.00005324273,0.00029413396],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988784,0.0000054791367,0.0003572144,0.00026946483,0.00012891342,0.00036050225],"domain_scores_gemma":[0.9992006,0.0002670344,0.00002033065,0.00032004737,0.00005404585,0.00013796736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027020127,0.00027258837,0.00042866918,0.0003005759,0.00009433897,0.00008033608,0.00012696652,0.000117489224,0.000007755964],"category_scores_gemma":[0.000036329297,0.00023931923,0.00009162822,0.0005768241,0.000022927801,0.00012188988,0.000021011081,0.00018523257,0.0000029551447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008112725,0.000031876643,0.000009232979,0.00078521756,0.00035891923,7.5234203e-7,0.00033437784,0.978652,0.00021291024,0.01922292,0.0000065671056,0.0003771049],"study_design_scores_gemma":[0.00035890343,0.0000628169,0.000018758647,0.00018735357,0.0003407701,0.0000016191749,0.000021987567,0.9947233,0.00010960375,0.0034751114,0.0004093497,0.00029039272],"about_ca_topic_score_codex":0.000006502575,"about_ca_topic_score_gemma":0.00000505216,"teacher_disagreement_score":0.7892455,"about_ca_system_score_codex":0.000023888933,"about_ca_system_score_gemma":0.000010827092,"threshold_uncertainty_score":0.9759155},"labels":[],"label_agreement":null},{"id":"W4407004218","doi":"10.1155/adce/1229062","title":"Stability Assessment of Concrete Gravity Dams via Multifidelity Surrogate Models","year":2025,"lang":"en","type":"article","venue":"Advances in Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec","keywords":"Stability (learning theory); Gravity dam; Surrogate model; Geotechnical engineering; Geology; Structural engineering; Computer science; Engineering; Machine learning; Finite element method","score_opus":0.008328594196980371,"score_gpt":0.26362534597494686,"score_spread":0.2552967517779665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407004218","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14657572,0.003247066,0.8415039,0.000012608742,0.001160449,0.00027321925,0.000047111273,0.0005710392,0.006608876],"genre_scores_gemma":[0.98878837,0.0006630859,0.0104113,0.0000054450347,0.00002098,0.000051566105,0.000014046138,0.00003491368,0.000010272602],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984108,0.000024720732,0.0006213498,0.00031033467,0.00020829888,0.0004244843],"domain_scores_gemma":[0.9990744,0.00024413031,0.000039076458,0.0005037498,0.00006424087,0.000074382326],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000548257,0.00029594492,0.00049632194,0.00020753017,0.000024625733,0.0000134564125,0.0002686558,0.000111111134,0.0000133984495],"category_scores_gemma":[0.00006747501,0.00033487854,0.00010177786,0.00057208067,0.000044496464,0.00051081466,0.00007226509,0.00040565623,9.971126e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000047067997,0.000010546636,0.0022495508,0.00071694003,0.000028936829,0.0000030406939,0.000066141525,0.98392034,0.007296097,0.0026263818,0.000005267577,0.0030720392],"study_design_scores_gemma":[0.00044230244,0.000012413674,0.00552625,0.00021352227,0.000011929459,9.250114e-7,0.000020872343,0.98611265,0.0052830963,0.0010358936,0.0010608212,0.00027931968],"about_ca_topic_score_codex":0.00004155167,"about_ca_topic_score_gemma":0.00015252984,"teacher_disagreement_score":0.8422127,"about_ca_system_score_codex":0.0002573317,"about_ca_system_score_gemma":0.000029926008,"threshold_uncertainty_score":0.99991035},"labels":[],"label_agreement":null},{"id":"W4407720665","doi":"10.2139/ssrn.5144786","title":"Improving an Estimation Model for Dam Failure-Induced Loss of Life and Customizing it for Different World Regions","year":2025,"lang":"en","type":"preprint","venue":"SSRN Electronic Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Estimation; Computer science; Reliability engineering; Engineering; Systems engineering","score_opus":0.016340139599425676,"score_gpt":0.2515948519004144,"score_spread":0.23525471230098874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407720665","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07416176,0.00075576286,0.9237281,0.00026796412,0.00034251055,0.00052045286,0.00006278594,0.00012645777,0.00003420317],"genre_scores_gemma":[0.98674214,0.00053423055,0.011948673,0.000011986951,0.0002094449,0.000117018164,0.0000577548,0.00006539809,0.0003133505],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99787337,0.000018949191,0.0005450824,0.00027474223,0.000138656,0.00114923],"domain_scores_gemma":[0.9991846,0.00011726936,0.00017945615,0.00028143564,0.00011125518,0.00012594688],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00068886526,0.00033821995,0.0005147445,0.00035923396,0.0001404046,0.00007227952,0.00027758235,0.0002155649,4.3707615e-7],"category_scores_gemma":[0.00011544675,0.0003395682,0.00020996957,0.00008092616,0.000014694565,0.00013698035,0.0000785845,0.0017243763,1.0093755e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057501114,0.000025025838,0.000013315474,0.0008279652,0.00029434447,1.2994944e-7,0.00023086202,0.9528049,0.0008678223,0.0316156,0.00006220895,0.013200272],"study_design_scores_gemma":[0.0007976958,0.00006791389,0.0000139497615,0.0002502539,0.00014222483,0.00000953288,0.00012477605,0.9345022,0.00018177736,0.06359158,0.000032900152,0.00028524236],"about_ca_topic_score_codex":0.000018417271,"about_ca_topic_score_gemma":0.0009130745,"teacher_disagreement_score":0.9125804,"about_ca_system_score_codex":0.0007250425,"about_ca_system_score_gemma":0.0010231455,"threshold_uncertainty_score":0.99990565},"labels":[],"label_agreement":null},{"id":"W4407873206","doi":"10.1139/cgj-2024-0675","title":"Experimental investigations on seepage erosion-interface shear behavior of suction caisson in sandy seabed","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Caisson; Geology; Seabed; Suction; Erosion; Shear (geology); Engineering; Geomorphology","score_opus":0.01049493986276952,"score_gpt":0.2399309182790049,"score_spread":0.22943597841623536,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407873206","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942043,0.00031521235,0.003740441,0.0004111992,0.000573168,0.00013992276,0.000023724153,0.00008661664,0.00050540635],"genre_scores_gemma":[0.9993204,0.000018613113,0.00046620236,0.000048511458,0.00003298792,0.000012719054,0.0000041627645,0.000015737893,0.00008065958],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992312,0.000020868876,0.0002878217,0.000102272534,0.000106885156,0.0002509504],"domain_scores_gemma":[0.9994609,0.000030673713,0.000019468225,0.00019245672,0.00002235246,0.00027419778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015199358,0.00011321814,0.00015576118,0.00038882444,0.00006123858,0.00002530777,0.00018587153,0.00013400544,0.000044599],"category_scores_gemma":[0.00008155992,0.00012279581,0.000055980014,0.00029252787,0.000038892962,0.00007194426,0.000014883005,0.00054861995,0.0000071513937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000117654035,0.000054699893,0.00096616364,0.000024459014,0.000019639669,0.00006095834,0.00017773885,0.87831306,0.11377521,0.0004258117,0.0041393936,0.0020310755],"study_design_scores_gemma":[0.0035125322,0.0005785545,0.2101346,0.0023740858,0.00011245844,0.0004480545,0.00078550173,0.3026208,0.44927076,0.0007095603,0.028077016,0.001376113],"about_ca_topic_score_codex":0.0025682172,"about_ca_topic_score_gemma":0.0010176656,"teacher_disagreement_score":0.5756923,"about_ca_system_score_codex":0.00060313893,"about_ca_system_score_gemma":0.00012921626,"threshold_uncertainty_score":0.5007468},"labels":[],"label_agreement":null},{"id":"W4408072868","doi":"10.1139/cgj-2024-0343","title":"Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Hydro-Québec; Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Levee; Geotechnical engineering; Containment (computer programming); Environmental science; Embankment dam; Civil engineering; Deformation (meteorology); Engineering; Geology; Computer science","score_opus":0.009024978305267325,"score_gpt":0.2163187526252826,"score_spread":0.20729377432001528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408072868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938219,0.00014367161,0.0043495707,0.00069914607,0.00040226398,0.00015850765,0.0000482924,0.000076398384,0.00030020965],"genre_scores_gemma":[0.9996429,0.000013327964,0.000086006905,0.0001543047,0.00005694152,0.00000833851,0.0000038043527,0.000014301416,0.000020076886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989867,0.000034283315,0.00035426804,0.000101009304,0.0001266328,0.00039706577],"domain_scores_gemma":[0.9993517,0.00017036364,0.000019381334,0.00017203433,0.000029144716,0.0002573743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054073846,0.000120682074,0.00017387005,0.0003108482,0.00007049853,0.00003759614,0.00032541706,0.00009973372,0.000016830647],"category_scores_gemma":[0.00022435938,0.000102638034,0.000055804492,0.000586591,0.000024013256,0.000036564077,0.000011713741,0.00065792893,0.0000039362126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000007958548,0.0000096785725,0.0002637826,0.000025333979,0.000020441928,0.00006720328,0.0001851629,0.99105996,0.0019111093,0.00016903772,0.0013207131,0.0049595963],"study_design_scores_gemma":[0.00088858616,0.00016702033,0.19740753,0.00064983836,0.000039322742,0.00010216593,0.00052552455,0.7914955,0.00040020893,0.0002081384,0.0077803703,0.00033581522],"about_ca_topic_score_codex":0.000672496,"about_ca_topic_score_gemma":0.007586634,"teacher_disagreement_score":0.1995645,"about_ca_system_score_codex":0.00029053356,"about_ca_system_score_gemma":0.00020341364,"threshold_uncertainty_score":0.42335197},"labels":[],"label_agreement":null},{"id":"W4408436387","doi":"10.5194/egusphere-egu25-7330","title":"Climate-Resilience of Dams: Canadian Perspectives and Design Flood Estimation Guidelines","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Resilience (materials science); Flood myth; Estimation; Climate change; Environmental science; Environmental resource management; Climate resilience; Geography; Environmental planning; Water resource management; Engineering; Geology; Oceanography; Systems engineering; Archaeology","score_opus":0.020727910521743442,"score_gpt":0.2721691738066681,"score_spread":0.25144126328492467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408436387","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.012303634,0.0055030454,0.9546376,0.0002987366,0.00081692025,0.00055930676,0.0002932559,0.0006799564,0.024907578],"genre_scores_gemma":[0.820594,0.0016806764,0.17732413,0.00001502581,0.000044687746,0.00003144034,0.000028178923,0.000024089526,0.0002577357],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99915665,0.000013505526,0.00030021492,0.00022323863,0.00009266349,0.00021369687],"domain_scores_gemma":[0.99941576,0.000054793294,0.000023884095,0.000283485,0.00012212955,0.000099961006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021004121,0.00020459233,0.0002570993,0.00024738334,0.000032107262,0.00003001652,0.00016470114,0.00017027462,0.000021773716],"category_scores_gemma":[0.00014321129,0.00020792052,0.000041097715,0.00010212446,0.000029027788,0.00004868148,0.00008086526,0.00019580867,0.0000028362285],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000015246013,0.0000030889819,0.000046976125,0.00039237726,0.00003302516,0.0000012110801,0.00040020645,0.9908092,0.0000632384,0.0012757637,0.00096663146,0.0060067484],"study_design_scores_gemma":[0.00007468189,0.000008458309,0.0011016926,0.00033785327,0.000030639047,0.0000017780679,0.00027351314,0.99667984,0.0008077951,0.0003075903,0.00016583544,0.00021029897],"about_ca_topic_score_codex":0.0104661,"about_ca_topic_score_gemma":0.0040848963,"teacher_disagreement_score":0.8082904,"about_ca_system_score_codex":0.00010496096,"about_ca_system_score_gemma":0.00013592724,"threshold_uncertainty_score":0.9961233},"labels":[],"label_agreement":null},{"id":"W4408445380","doi":"10.5194/egusphere-egu25-1946","title":"Elasticity control through overburden and adsorption competition in porous media","year":2025,"lang":"en","type":"preprint","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Overburden; Porous medium; Elasticity (physics); Adsorption; Porosity; Materials science; Geotechnical engineering; Composite material; Geology; Chemistry","score_opus":0.007395773072778223,"score_gpt":0.20647394537250946,"score_spread":0.19907817229973124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408445380","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.22902608,0.001941438,0.7030237,0.00023985934,0.0032886234,0.00072099076,0.00036005583,0.0017092846,0.059689976],"genre_scores_gemma":[0.99742496,0.0006655182,0.0014847765,0.000038669394,0.00011861624,0.000035384583,0.000100516816,0.000018173409,0.00011336204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991698,0.00002074884,0.00027120014,0.0002306192,0.00011696564,0.0001906486],"domain_scores_gemma":[0.9995862,0.00013684621,0.000020837344,0.00019486257,0.000022723205,0.000038502316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010852899,0.000230498,0.00034113417,0.000107727035,0.0000111529735,0.000031479358,0.00009543388,0.00028124053,0.00004896299],"category_scores_gemma":[0.00004034769,0.00024501272,0.00004120306,0.00007147538,0.000018984752,0.00006161972,0.00008295701,0.00051168154,0.000008703693],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013353211,0.000017353514,0.0004046601,0.0005755035,0.00005740884,0.0000068610843,0.00036961166,0.9894625,0.00023059752,0.0073127723,0.00034746475,0.0012019237],"study_design_scores_gemma":[0.0016605232,0.000018643103,0.045797218,0.00086818,0.00007933795,0.000007219648,0.00006740679,0.94140035,0.00026026522,0.007132618,0.0020008031,0.00070744357],"about_ca_topic_score_codex":0.00023891743,"about_ca_topic_score_gemma":0.0001845677,"teacher_disagreement_score":0.7683989,"about_ca_system_score_codex":0.00011943407,"about_ca_system_score_gemma":0.000019727077,"threshold_uncertainty_score":0.99913293},"labels":[],"label_agreement":null},{"id":"W4408518797","doi":"10.1016/j.compgeo.2025.107204","title":"A hybrid resolved CFD-DEM study on internal erosion in gap-graded soils considering coarse particle shape","year":2025,"lang":"en","type":"article","venue":"Computers and Geotechnics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"China Scholarship Council; Huazhong University of Science and Technology; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Internal erosion; Soil water; Computational fluid dynamics; CFD-DEM; Particle (ecology); Erosion; Geotechnical engineering; Mechanics; Geology; Materials science; Environmental science; Soil science; Physics; Geomorphology","score_opus":0.016646586030058988,"score_gpt":0.23165504516003968,"score_spread":0.21500845912998068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408518797","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9635125,0.0002382961,0.03490263,0.000083670806,0.00041662087,0.00022854323,0.0000029298144,0.0004273685,0.0001874863],"genre_scores_gemma":[0.9992355,0.000054067863,0.0005364073,0.00009408091,0.00002082065,0.000015339654,0.000001941473,0.000018678676,0.000023155955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991239,0.000022047901,0.00026579993,0.0002345725,0.000095588955,0.0002581094],"domain_scores_gemma":[0.99954146,0.00011652625,0.000016583952,0.00024879127,0.000013839061,0.00006281936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020187364,0.00017477013,0.00023055068,0.00012976279,0.00004745387,0.00006096439,0.00013802461,0.000053950058,0.0000027106803],"category_scores_gemma":[0.00002883667,0.00018042834,0.000037943824,0.0001628051,0.00002351805,0.000060665738,0.00011515714,0.00029888866,0.000003902394],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013724121,0.0004962378,0.006201459,0.00026825408,0.00012702963,0.00031031403,0.0013548905,0.8992024,0.008619984,0.0019186435,0.0047088536,0.07665468],"study_design_scores_gemma":[0.0010043443,0.00012206375,0.008355485,0.00024148995,0.000010186608,0.000006834079,0.00010409188,0.987478,0.0014814397,0.00030043002,0.00070780964,0.00018781613],"about_ca_topic_score_codex":0.000019620124,"about_ca_topic_score_gemma":0.00001014518,"teacher_disagreement_score":0.0882756,"about_ca_system_score_codex":0.000055116714,"about_ca_system_score_gemma":0.000008419864,"threshold_uncertainty_score":0.7357654},"labels":[],"label_agreement":null},{"id":"W4408829717","doi":"10.37308/dfi49.2024480601","title":"Leveraging The CM/GC Project Delivery Approach for Remote High Elevation Dam Rehabilitation Projects In Colorado","year":2024,"lang":"en","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Elevation (ballistics); Rehabilitation; Computer science; Remote sensing; Environmental science; Engineering; Geology; Physical therapy; Medicine","score_opus":0.017873802267361,"score_gpt":0.23063071466347584,"score_spread":0.21275691239611486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408829717","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39879498,0.00043039248,0.59011626,0.0005296853,0.0006829719,0.0021160461,0.000013385903,0.0015491628,0.0057671247],"genre_scores_gemma":[0.95392215,0.000027220962,0.04540786,0.00002172957,0.00010280501,0.00014961821,0.000057316687,0.000043559685,0.00026772672],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991794,0.000025031082,0.00022719741,0.0002199225,0.00012276163,0.00022564855],"domain_scores_gemma":[0.9994629,0.0002991636,0.000009615679,0.0001794037,0.000032624816,0.000016303615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052733417,0.0001410655,0.00012392738,0.00019401108,0.000043698165,0.00007546216,0.000101459504,0.00007103193,0.0000033195697],"category_scores_gemma":[0.000081457445,0.00010667836,0.00005364117,0.0004904226,0.000014357796,0.00019337588,0.000014961046,0.00017678262,0.0000048402003],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000412147,0.000038068465,0.00012828763,0.0020606497,0.00007964321,0.0000033819827,0.006311989,0.88037187,0.002463431,0.0074466295,0.008904403,0.09215045],"study_design_scores_gemma":[0.00020216929,0.0000497388,0.0016371424,0.00006247834,0.000011270583,0.0000031272134,0.0005358442,0.99170756,0.00028571903,0.0003436585,0.005005816,0.00015546],"about_ca_topic_score_codex":0.00014452191,"about_ca_topic_score_gemma":0.000014576701,"teacher_disagreement_score":0.5551272,"about_ca_system_score_codex":0.00017992272,"about_ca_system_score_gemma":0.000041721494,"threshold_uncertainty_score":0.4350217},"labels":[],"label_agreement":null},{"id":"W4409317242","doi":"10.1088/1755-1315/1480/1/012003","title":"A Hydromechanical Concept for the Triggering of Internal Erosion in Widely-Graded Soil","year":2025,"lang":"en","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Internal erosion; Erosion; Environmental science; Geotechnical engineering; Geology; Soil science; Geomorphology","score_opus":0.008105412212915853,"score_gpt":0.19423022515117289,"score_spread":0.18612481293825703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409317242","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923401,0.00026336353,0.0066450727,0.00006112935,0.00019529746,0.0001321123,0.000013769773,0.00002600837,0.00032315875],"genre_scores_gemma":[0.9993657,0.00024667062,0.00023601089,0.000017520853,0.000006959132,0.000014423473,0.0000014609202,0.0000039901915,0.000107277454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999373,0.0000051842853,0.00015951994,0.00015024969,0.0001105046,0.00020152691],"domain_scores_gemma":[0.9997672,0.000050645904,0.000015009384,0.00011866369,0.0000036972895,0.00004477889],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016759976,0.00009161332,0.000119936994,0.000053524982,0.00007666718,0.000033951907,0.00018921659,0.00003039453,0.00001821129],"category_scores_gemma":[0.000022143762,0.00007150604,0.00002397464,0.00013518914,0.0003867252,0.00019430336,0.00007202634,0.00009139491,7.052949e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005474635,0.000023707042,0.00052369933,0.00005765294,0.000011929278,0.0000015630171,0.0008516582,0.02728764,0.9269613,0.003257351,0.000015338494,0.04095341],"study_design_scores_gemma":[0.0006863371,0.00013314073,0.042823467,0.00014453681,0.000009521803,0.000008570291,0.0008836796,0.31265545,0.64064586,0.00044293603,0.001369359,0.0001971183],"about_ca_topic_score_codex":0.000032464348,"about_ca_topic_score_gemma":0.0000352804,"teacher_disagreement_score":0.28631544,"about_ca_system_score_codex":0.0000230177,"about_ca_system_score_gemma":0.00001762807,"threshold_uncertainty_score":0.29159316},"labels":[],"label_agreement":null},{"id":"W4409795058","doi":"10.61091/jcmcc127b-482","title":"Numerical study on the stability of reservoir dams by water flow under complex boundary conditions","year":2025,"lang":"en","type":"article","venue":"Journal of Combinatorial Mathematics and Combinatorial Computing","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Flow (mathematics); Stability (learning theory); Petroleum engineering; Environmental science; Boundary (topology); Geology; Mechanics; Computer science; Mathematics; Physics","score_opus":0.018451954506565445,"score_gpt":0.2626910062498005,"score_spread":0.24423905174323507,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409795058","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98171717,0.00009331982,0.008876838,0.00033328912,0.0073409406,0.00033764818,0.000011100687,0.00006248852,0.0012272131],"genre_scores_gemma":[0.9994664,0.0000054766656,0.00025765973,0.00001719082,0.00021549471,0.000003285895,0.0000038059882,0.000027190532,0.0000034836976],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9979525,0.00013446658,0.0010083767,0.0001421775,0.0004850771,0.00027740575],"domain_scores_gemma":[0.9982026,0.00096081314,0.00018207156,0.00033546885,0.00022608413,0.00009296978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014100878,0.00025538477,0.0006654037,0.000118480435,0.00025272585,0.00011656295,0.00039502577,0.00010104461,0.000018760067],"category_scores_gemma":[0.0001637698,0.00017051885,0.00014747954,0.00025247736,0.000100080855,0.0000845488,0.00011405726,0.00057393376,0.0000016121128],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037304446,0.006565131,0.0014058182,0.0013314557,0.0021023443,0.000026887225,0.007898579,0.060887814,0.016006095,0.88689995,0.015942646,0.00056024373],"study_design_scores_gemma":[0.010685,0.002565148,0.0027745257,0.00091734115,0.00040910367,0.000031656673,0.0035058975,0.24139929,0.018231574,0.71518874,0.0033946517,0.0008970701],"about_ca_topic_score_codex":0.0000051072493,"about_ca_topic_score_gemma":1.2876463e-7,"teacher_disagreement_score":0.18051147,"about_ca_system_score_codex":0.00010274639,"about_ca_system_score_gemma":0.00005015803,"threshold_uncertainty_score":0.6953557},"labels":[],"label_agreement":null},{"id":"W4410017189","doi":"10.1016/j.scitotenv.2025.179467","title":"A practical tool for tailings dam breach analysis - numerical modelling of hydraulic erosion and discharge of flowable tailings","year":2025,"lang":"en","type":"article","venue":"The Science of The Total Environment","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"WSP (Canada)","funders":"","keywords":"Tailings; Tailings dam; Erosion; Geotechnical engineering; Environmental science; Mining engineering; Geology; Metallurgy; Geomorphology; Materials science","score_opus":0.010357616857923179,"score_gpt":0.2173242703461303,"score_spread":0.20696665348820711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410017189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6716002,0.00006486147,0.32785863,0.00017328703,0.00004996754,0.00015065164,0.000007711493,0.0000101008245,0.000084555104],"genre_scores_gemma":[0.9918833,0.000035402845,0.007899745,0.000003073494,0.000005736792,0.000010209817,8.263058e-7,0.0000062924446,0.00015544082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991104,0.000013214297,0.00026502172,0.00015791744,0.00027494272,0.00017851185],"domain_scores_gemma":[0.9994435,0.00010642104,0.000060616407,0.00034870813,0.000010867325,0.000029886987],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006526641,0.00009665541,0.00022047656,0.000074691976,0.00008645355,0.0000094908255,0.00024844063,0.000030243167,0.000006292467],"category_scores_gemma":[0.00005121342,0.00006028451,0.0001159358,0.00042059648,0.00032519453,0.00010263383,0.00015009027,0.00009137236,5.1318665e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010697742,0.00002844416,0.000018594617,0.000042716314,0.000047344525,2.2375252e-8,0.00017115592,0.8793911,0.11968911,0.0004479427,0.0000075734943,0.00014531903],"study_design_scores_gemma":[0.00011003753,0.000024277613,0.0007124074,0.000025478936,0.00016855531,8.451545e-7,0.00005015063,0.93039095,0.068237685,0.0002046259,0.000017057144,0.000057935755],"about_ca_topic_score_codex":0.000041613446,"about_ca_topic_score_gemma":1.00987336e-7,"teacher_disagreement_score":0.32028303,"about_ca_system_score_codex":0.00004180981,"about_ca_system_score_gemma":0.000018324125,"threshold_uncertainty_score":0.2458331},"labels":[],"label_agreement":null},{"id":"W4411131072","doi":"10.1007/s11204-025-10043-x","title":"Experimental Investigations of Seepage-Induced Internal Erosion in Sand-Kaolinite Soils with Different Clay Fractions","year":2025,"lang":"en","type":"article","venue":"Soil Mechanics and Foundation Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Internal erosion; Kaolinite; Geotechnical engineering; Geology; Soil water; Erosion; Clay soil; Soil science; Mineralogy; Geomorphology","score_opus":0.010495189532824642,"score_gpt":0.22658445200241406,"score_spread":0.21608926246958943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411131072","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70300084,0.00010207927,0.29581562,0.000022045357,0.0004948188,0.00009950557,0.000003737938,0.00013758942,0.0003237558],"genre_scores_gemma":[0.9988494,0.00006222517,0.0009450425,0.000009291744,0.0000255488,0.0000394206,0.00001995368,0.000025454605,0.000023698423],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928826,0.00000839709,0.00027885626,0.00015271618,0.00010616346,0.00016558752],"domain_scores_gemma":[0.9996919,0.00004888402,0.000028873666,0.00014149427,0.000029922403,0.00005889474],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008836082,0.00017116236,0.0001932715,0.00030114874,0.000041597392,0.000038280567,0.00006809227,0.000078132405,0.000010574112],"category_scores_gemma":[0.000022094251,0.00016921773,0.000031401236,0.000270476,0.0000070926526,0.00017544732,0.00002785982,0.00021260722,0.0000011983539],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015633232,0.00006129915,0.0004001759,0.00019906831,0.000076673066,0.000002087224,0.0005122083,0.58331025,0.39833662,0.015639298,0.00001966791,0.001427027],"study_design_scores_gemma":[0.0005435555,0.00004584825,0.0028438661,0.0002952145,0.000015290965,0.0000039405945,0.00009029814,0.90058076,0.09507676,0.00024627455,0.00008586231,0.00017234343],"about_ca_topic_score_codex":0.000029562603,"about_ca_topic_score_gemma":0.000020137002,"teacher_disagreement_score":0.3172705,"about_ca_system_score_codex":0.0000949703,"about_ca_system_score_gemma":0.000016972952,"threshold_uncertainty_score":0.6900499},"labels":[],"label_agreement":null},{"id":"W4411617564","doi":"10.51847/bksxurs","title":"10.51847/bKsxurs","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hydraulic jump; Jump; Surface finish; Geology; Geotechnical engineering; Hydraulic roughness; Mechanics; Materials science; Physics; Flow (mathematics)","score_opus":0.0029106230535952725,"score_gpt":0.14151547094002928,"score_spread":0.138604847886434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411617564","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012516091,0.000067522604,0.000024206927,0.0000362373,0.0000070605165,0.000053778713,0.0000092122555,0.00081172667,0.99773866],"genre_scores_gemma":[0.0026575362,8.647535e-7,0.00024589585,0.000011028914,0.000084354266,0.00000861415,0.0000066380135,0.000034951114,0.9969501],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.999534,0.0000038720977,0.000092416456,0.00008945495,0.00007679752,0.00020345264],"domain_scores_gemma":[0.99968827,0.000013263364,0.0000023554705,0.00018459567,0.0000074352506,0.00010410596],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00004525414,0.000102413265,0.000098481265,0.000043066688,0.000019585532,0.000015899323,0.00010910737,0.00003928669,0.9665326],"category_scores_gemma":[0.0000053087547,0.00010933518,0.0000329203,0.00012974926,0.0000056057675,0.000043682136,0.000007361543,0.00007021633,0.9688252],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000051386232,0.000005204677,4.662447e-8,0.0000076498745,0.0000122562315,0.000003367942,0.000010913358,0.16387393,0.00009324556,0.000001227556,0.039390817,0.7965962],"study_design_scores_gemma":[0.00008043735,0.00001967321,0.000052598287,0.000009406429,0.0000046505957,0.000004081455,1.9542891e-7,0.01765578,0.00004650525,7.1496004e-7,0.98198336,0.00014258536],"about_ca_topic_score_codex":0.000002559414,"about_ca_topic_score_gemma":2.4254346e-8,"teacher_disagreement_score":0.94259256,"about_ca_system_score_codex":0.000025983389,"about_ca_system_score_gemma":0.0000032521352,"threshold_uncertainty_score":0.44585595},"labels":[],"label_agreement":null},{"id":"W4411656442","doi":"10.51847/mtqgzlwikv","title":"10.51847/MTqGZlwIkv","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Earth (classical element); Risk analysis (engineering); Environmental science; Forensic engineering; Psychology; Business; Engineering; Mathematics","score_opus":0.0028806278333610327,"score_gpt":0.14055755318416302,"score_spread":0.13767692535080198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411656442","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012348202,0.0000720766,0.000025365489,0.000035187728,0.0000071059726,0.000058044774,0.000010569404,0.0008579705,0.99769884],"genre_scores_gemma":[0.0028817982,9.1269135e-7,0.0002649012,0.00001197168,0.00009819331,0.000009567899,0.0000075664448,0.000037705817,0.9966874],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995002,0.000004267008,0.00010215039,0.00009586512,0.00008144836,0.0002160613],"domain_scores_gemma":[0.9996665,0.000014752846,0.0000025662437,0.0001995291,0.0000082660035,0.000108378714],"candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.000049647137,0.00010967757,0.0001058883,0.0000451129,0.00002125946,0.000017407692,0.000116436706,0.00004175414,0.97257036],"category_scores_gemma":[0.000005877968,0.00011680617,0.000035186964,0.00013347724,0.0000056351455,0.00004751171,0.0000085438905,0.000075254364,0.971414],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058490236,0.000006216803,4.560399e-8,0.000009008201,0.000013600363,0.0000041100475,0.000011588346,0.12797894,0.00012381017,0.0000014464438,0.043611694,0.8282337],"study_design_scores_gemma":[0.000087165274,0.000020942769,0.00004781206,0.000009824094,0.0000047859194,0.000004680172,1.805773e-7,0.018507294,0.00005762633,8.0313765e-7,0.981107,0.00015188947],"about_ca_topic_score_codex":0.0000026431221,"about_ca_topic_score_gemma":2.720821e-8,"teacher_disagreement_score":0.9374953,"about_ca_system_score_codex":0.000025927657,"about_ca_system_score_gemma":0.0000034428376,"threshold_uncertainty_score":0.47632176},"labels":[],"label_agreement":null},{"id":"W4411722923","doi":"10.1139/cgj-2025-0118","title":"Deep learning-based surrogate model to estimate scour around slab-on-grade foundations subjected to flooding conditions","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"National Science Foundation","keywords":"Geotechnical engineering; Slab; Flooding (psychology); Geology; Engineering; Forensic engineering; Civil engineering; Structural engineering; Psychology","score_opus":0.01322598382289562,"score_gpt":0.2692592607838981,"score_spread":0.2560332769610025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411722923","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11713861,0.000040614534,0.876458,0.0037747636,0.00056733686,0.00024813763,0.0000598259,0.00055655267,0.0011561487],"genre_scores_gemma":[0.99432796,0.0000059662743,0.0045201047,0.0006754438,0.00008739661,0.000037292022,0.000035562185,0.000050307128,0.0002599542],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985199,0.000029120592,0.00035372528,0.00021898768,0.00018828725,0.00069000013],"domain_scores_gemma":[0.9983463,0.00010937192,0.00002242605,0.00025924158,0.000111101486,0.0011515338],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00026050734,0.00023643757,0.00023865465,0.00095357274,0.00049712847,0.00022074916,0.00032470576,0.00015784083,0.000044654815],"category_scores_gemma":[0.0003770817,0.000270971,0.000111890506,0.00084157346,0.000027735688,0.000094132585,0.000019495357,0.00097181875,0.00010222046],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000043845744,0.000009648199,0.000034059303,0.000012054257,0.000034986013,0.00004838307,0.000031154483,0.99483514,0.00084473414,0.00089579425,0.0025048933,0.00074474333],"study_design_scores_gemma":[0.00029802998,0.000046718054,0.0010933551,0.00018812202,0.000026758547,0.000033411587,0.000024523788,0.98883617,0.00025614953,0.00042014229,0.008496114,0.00028050103],"about_ca_topic_score_codex":0.00055141817,"about_ca_topic_score_gemma":0.006172655,"teacher_disagreement_score":0.87718934,"about_ca_system_score_codex":0.0008720581,"about_ca_system_score_gemma":0.0004336237,"threshold_uncertainty_score":0.99997425},"labels":[],"label_agreement":null},{"id":"W4411829676","doi":"10.1201/9781003642428-114","title":"Practical Considerations to Assess the Stability of Aging Concrete Dams in a Seismic Zone in Eastern Canada ()","year":2025,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Geology; Seismology; Stability (learning theory); Geotechnical engineering; Forensic engineering; Engineering; Computer science","score_opus":0.035615464214356754,"score_gpt":0.2620470186245435,"score_spread":0.22643155441018675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411829676","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014177303,0.00032596645,0.084625065,0.0053283875,0.0012708216,0.0014822463,0.00037140714,0.00026826092,0.8921505],"genre_scores_gemma":[0.9815758,0.000020498544,0.0014793696,0.00025084495,0.000027748269,0.000022774382,0.000016618767,0.000034271194,0.016572088],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893683,0.000022697957,0.00046433488,0.00019480457,0.00018296613,0.00019837411],"domain_scores_gemma":[0.9988031,0.0007029989,0.000027741957,0.00036065484,0.000047562444,0.000057988243],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028272704,0.00021196967,0.00037253273,0.000115507224,0.00001637301,0.000019819012,0.00008012836,0.00011711738,0.00013225363],"category_scores_gemma":[0.00012846397,0.0001877952,0.000037841233,0.00006216049,0.000024135694,0.00004510351,0.00005860303,0.00054420735,0.0000030959627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031395477,0.000018182418,0.002003492,0.0018947185,0.00045537503,0.00054016215,0.0014366236,0.68580306,0.0004408948,0.2791435,0.026200404,0.0020322062],"study_design_scores_gemma":[0.0011907849,0.000050936742,0.0020215542,0.0021634747,0.00011765464,0.000056241213,0.0006290868,0.8460239,0.0013347281,0.0014424204,0.14333263,0.0016365511],"about_ca_topic_score_codex":0.08582395,"about_ca_topic_score_gemma":0.55558354,"teacher_disagreement_score":0.96739846,"about_ca_system_score_codex":0.00033073802,"about_ca_system_score_gemma":0.0005479723,"threshold_uncertainty_score":0.92026365},"labels":[],"label_agreement":null},{"id":"W4411829802","doi":"10.1201/9781003642428-39","title":"Reinforcement of Existing Dams with Passive Anchors: Thoughts and Proposals from a French Working Group()","year":2025,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Reinforcement; Group (periodic table); Psychology; Social psychology; Physics","score_opus":0.015205892631384605,"score_gpt":0.2099213684871911,"score_spread":0.19471547585580648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411829802","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0001762977,0.0015807584,0.11571055,0.000011199364,0.00031019805,0.00037617423,0.000045012086,0.00041568314,0.8813741],"genre_scores_gemma":[0.34683466,0.0015155952,0.052831333,0.000048033977,0.0011043858,0.00008592349,0.00047899617,0.00031042166,0.5967906],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988113,0.000004225028,0.00041988894,0.0003044176,0.00023191913,0.0002282733],"domain_scores_gemma":[0.99934715,0.00010911674,0.00008801137,0.00033832047,0.00004339728,0.00007400494],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006897377,0.00041200526,0.00052751653,0.00014413011,0.00003879881,0.000035754387,0.00013843791,0.0002331504,0.000067367655],"category_scores_gemma":[0.000009479014,0.00033769401,0.000063245694,0.00004861692,0.000044938846,0.00005716308,0.00007386061,0.0003431274,0.000003436122],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013286922,0.000050757575,0.00039389782,0.0061283074,0.005606264,0.0003153692,0.0032306423,0.13150744,0.0013464814,0.49193752,0.010673843,0.3486766],"study_design_scores_gemma":[0.003574923,0.00070353097,0.0005741475,0.040472306,0.0012766483,0.00003228633,0.00024429738,0.18778555,0.0041147447,0.016867355,0.7391537,0.005200522],"about_ca_topic_score_codex":0.00007405967,"about_ca_topic_score_gemma":0.00006754262,"teacher_disagreement_score":0.72847986,"about_ca_system_score_codex":0.000069655645,"about_ca_system_score_gemma":0.000023625156,"threshold_uncertainty_score":0.9999075},"labels":[],"label_agreement":null},{"id":"W4412754656","doi":"10.11159/iccste25.446","title":"Determination of Ash Dam Facility Surface Displacement Using InSAR","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Civil, Structural and Transportation Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Interferometric synthetic aperture radar; Displacement (psychology); Environmental science; Remote sensing; Geology; Synthetic aperture radar","score_opus":0.013692909384733986,"score_gpt":0.23214606700450183,"score_spread":0.21845315761976783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412754656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99395627,0.000034492492,0.0046733385,0.00006314523,0.00041214112,0.0001126372,0.000094172945,0.000054153246,0.0005996373],"genre_scores_gemma":[0.99865,0.00003386524,0.0012492947,0.000004150931,0.000009532041,0.000003257288,0.000011898218,0.0000065905774,0.000031423482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992922,0.0000011551717,0.00028766366,0.00012178879,0.00019977642,0.00009739404],"domain_scores_gemma":[0.9996953,0.00001879614,0.000060062455,0.00004887255,0.00015371341,0.000023233173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007192035,0.00013510537,0.00014690761,0.000085488966,0.00002785816,0.000020184016,0.00017860327,0.000046682544,0.000014161689],"category_scores_gemma":[0.00001774837,0.000114035625,0.000050019236,0.00013635196,0.000027053544,0.00016048497,0.000010263729,0.00011563895,1.335532e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058529677,0.000016615259,0.016261185,0.0010952371,0.00014895327,3.1892858e-7,0.00078159245,0.4594587,0.4592972,0.059072647,0.000015373274,0.0037936235],"study_design_scores_gemma":[0.0003684891,0.000018251987,0.102252,0.0003730067,0.000035146917,0.0000012938482,0.00011942384,0.80315727,0.092744425,0.00069493736,0.00007427363,0.00016150244],"about_ca_topic_score_codex":0.000019171037,"about_ca_topic_score_gemma":0.000009760757,"teacher_disagreement_score":0.36655277,"about_ca_system_score_codex":0.00004413955,"about_ca_system_score_gemma":0.000010984915,"threshold_uncertainty_score":0.4650238},"labels":[],"label_agreement":null},{"id":"W4413011367","doi":"10.1016/j.ress.2025.111509","title":"Comparative analysis of regression techniques for dual-fidelity surrogates in concrete gravity dams","year":2025,"lang":"en","type":"article","venue":"Reliability Engineering & System Safety","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Hydro-Québec; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Dual (grammatical number); Dual purpose; Regression; Fidelity; Regression analysis; Gravity dam; Computer science; Statistics; Engineering; Mathematics; Structural engineering; Mechanical engineering; Finite element method","score_opus":0.00752239149886112,"score_gpt":0.2611306076037117,"score_spread":0.25360821610485057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413011367","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.63613683,0.000967759,0.35393533,0.000058719383,0.0010630533,0.0019378903,0.0006982032,0.0024831982,0.002719009],"genre_scores_gemma":[0.99291885,0.000047242775,0.0066611157,0.0000027530243,0.000027849017,0.00016757433,0.000116929354,0.00002847738,0.000029202174],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9975063,0.000081776016,0.0012641697,0.00046851477,0.00023062156,0.00044857158],"domain_scores_gemma":[0.99795943,0.0008292109,0.00010004185,0.00080304506,0.00021261342,0.000095646836],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0016880804,0.00041654953,0.001489917,0.00070454,0.000052684372,0.00002094106,0.00025812956,0.00026496648,0.0000036185577],"category_scores_gemma":[0.00022606929,0.00040268083,0.00040615335,0.0019453141,0.00005208199,0.000135272,0.000051406616,0.00031931404,0.000001248919],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000088755114,0.000021767542,0.0053725163,0.0034781913,0.0006590962,0.0000018312737,0.00031406357,0.97401583,0.011581853,0.004004026,0.000095182215,0.00036690343],"study_design_scores_gemma":[0.00048500067,0.000037262074,0.058825683,0.0010911847,0.00038159807,0.0000012451319,0.00016002433,0.915613,0.021111319,0.000035367157,0.0018301564,0.00042814988],"about_ca_topic_score_codex":0.00015426135,"about_ca_topic_score_gemma":0.000039099075,"teacher_disagreement_score":0.35678202,"about_ca_system_score_codex":0.00067597296,"about_ca_system_score_gemma":0.000043891825,"threshold_uncertainty_score":0.9998425},"labels":[],"label_agreement":null},{"id":"W4413150490","doi":"10.1139/cgj-2025-0225","title":"Assessing Hydraulic Fracturing in Earthen-Rockfill Dam Core based on Extended Finite Element (XFEM) Framework","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Hydraulic fracturing; Geotechnical engineering; Extended finite element method; Geology; Finite element method; Core (optical fiber); Engineering; Structural engineering","score_opus":0.013287985130481662,"score_gpt":0.25046012639856563,"score_spread":0.23717214126808397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413150490","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10217323,0.00090144493,0.8738904,0.0034320818,0.0025450909,0.00049206906,0.000043931792,0.000770846,0.015750894],"genre_scores_gemma":[0.99555606,0.000042152107,0.0028654898,0.0012792916,0.00015109051,0.000011981218,0.000008017204,0.000043237542,0.00004270964],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983001,0.00003342426,0.00046928247,0.00022587173,0.00023727828,0.0007340423],"domain_scores_gemma":[0.99877924,0.00026652272,0.000038128022,0.00036131305,0.00003393111,0.0005208751],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044011915,0.00026009124,0.00029004642,0.00078811287,0.00016862866,0.00020012293,0.0003452709,0.0003126662,0.00012988174],"category_scores_gemma":[0.00032029723,0.00027038754,0.00012076818,0.0005242573,0.000027957729,0.0001398419,0.000020851374,0.0020043566,0.000023349125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000058862065,0.00001637189,0.00025751672,0.000026091246,0.000019005776,0.00023699077,0.000020847208,0.9781526,0.000063162974,0.00030933262,0.0007430715,0.020149171],"study_design_scores_gemma":[0.0004876937,0.00004121251,0.0314793,0.0010557345,0.000016210764,0.000023897077,0.00003926435,0.9223299,0.00019325854,0.0016564871,0.042316243,0.00036080467],"about_ca_topic_score_codex":0.0005537258,"about_ca_topic_score_gemma":0.0010269859,"teacher_disagreement_score":0.8933828,"about_ca_system_score_codex":0.00081870315,"about_ca_system_score_gemma":0.0003295271,"threshold_uncertainty_score":0.99997485},"labels":[],"label_agreement":null},{"id":"W4413936918","doi":"10.1680/mdam.60340.024","title":"Public Safety at Dams – A Canadian Perspective","year":2014,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Shared Health","funders":"","keywords":"Perspective (graphical); Political science; Sociology; Computer science; Artificial intelligence","score_opus":0.013902360494789476,"score_gpt":0.1771698905154935,"score_spread":0.16326753002070404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413936918","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000003059218,0.00049495365,0.0031768891,0.00038564196,0.00071123225,0.00014060037,0.00013697211,0.0007839042,0.99416673],"genre_scores_gemma":[0.047608916,0.00025088433,0.0002659463,0.00013104541,0.0003854423,0.000007588667,0.00015077028,0.00022679236,0.9509726],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.99880016,0.000003728756,0.00023228639,0.00030428462,0.00017788439,0.0004816558],"domain_scores_gemma":[0.9988357,0.000035101715,0.000020058695,0.0004974067,0.00008706012,0.00052467006],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00010655288,0.00042537632,0.00037890114,0.0003121802,0.000099813085,0.000041788673,0.00024585097,0.00042743233,0.003711481],"category_scores_gemma":[0.00001837891,0.00043656837,0.00016351666,0.00003190741,0.000035584097,0.00004184523,0.000043082535,0.00043312158,0.002019443],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000019883003,9.127996e-7,0.0000026997336,0.000037559068,0.0001988138,0.000022904425,0.000104968494,0.0035848483,0.0000041618646,0.94904363,0.04422612,0.0027713596],"study_design_scores_gemma":[0.00011840645,0.000012402845,0.00003681074,0.00003884836,0.0000224086,0.00002129079,0.000009375242,0.004764968,0.0000035995095,0.002116277,0.99229807,0.00055751886],"about_ca_topic_score_codex":0.008870335,"about_ca_topic_score_gemma":0.17716233,"teacher_disagreement_score":0.94807196,"about_ca_system_score_codex":0.002179961,"about_ca_system_score_gemma":0.000103167746,"threshold_uncertainty_score":0.9998086},"labels":[],"label_agreement":null},{"id":"W4413937420","doi":"10.1680/dbdal.61330.029","title":"Managing the safety of very high consequence dams — is the UK doing enough","year":2016,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stillwater (Canada)","funders":"","keywords":"Business; Forensic engineering; Engineering","score_opus":0.0078012815306111325,"score_gpt":0.18568970021604048,"score_spread":0.17788841868542934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413937420","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000031602536,0.0013154139,0.023164188,0.0010909472,0.0008444507,0.00022866146,0.00011241984,0.00031516104,0.9728972],"genre_scores_gemma":[0.41084522,0.007259257,0.001322215,0.0005391837,0.00058602303,0.000019902305,0.0000213472,0.00026824672,0.5791386],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9987658,0.000009491362,0.0004199332,0.00023005718,0.0002737809,0.0003008961],"domain_scores_gemma":[0.9985831,0.00039329287,0.00007470169,0.0008583683,0.00004380545,0.00004675483],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027489313,0.0003764941,0.00036521003,0.00006493067,0.00010385186,0.000028089975,0.0005535804,0.0001898861,0.0008771277],"category_scores_gemma":[0.000008991426,0.00019665128,0.0001870009,0.000035630215,0.00016968379,0.000055307148,0.00010917296,0.0004300793,0.00016164099],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000026240386,0.0000036456056,0.000003888237,0.00039196314,0.000840355,0.00007364601,0.0005876551,0.029548436,0.000679403,0.90767133,0.0093253255,0.0508481],"study_design_scores_gemma":[0.00037483775,0.000027971255,0.000058742917,0.0013245856,0.00016807963,0.000103412276,0.00005564456,0.0031126353,0.0013614005,0.017270382,0.97525114,0.0008911657],"about_ca_topic_score_codex":0.000036273745,"about_ca_topic_score_gemma":0.0000082645165,"teacher_disagreement_score":0.9659258,"about_ca_system_score_codex":0.00009157722,"about_ca_system_score_gemma":0.000028183165,"threshold_uncertainty_score":0.9603933},"labels":[],"label_agreement":null},{"id":"W4413937448","doi":"10.1680/dbdal.61330.015","title":"Updating the English reservoir flood maps","year":2016,"lang":"en","type":"book-chapter","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Stillwater (Canada)","funders":"","keywords":"Flood myth; Computer science; Hydrology (agriculture); Geology; Geography; Cartography; Water resource management; Environmental science; Archaeology; Geotechnical engineering","score_opus":0.008506413094771941,"score_gpt":0.17522224031572767,"score_spread":0.16671582722095574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413937448","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00001285934,0.00046164278,0.0014219673,0.00009412813,0.0013983672,0.00012495303,0.00008466034,0.0012994749,0.9951019],"genre_scores_gemma":[0.0071318955,0.00039841968,0.00064658845,0.000054735305,0.0018636094,0.000014635517,0.000043263513,0.00023360396,0.98961323],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990064,0.0000047822123,0.00028384535,0.00020325421,0.00021205064,0.0002896682],"domain_scores_gemma":[0.99908066,0.0001234876,0.000027979862,0.0006339997,0.00006025472,0.000073644114],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001845165,0.00033793063,0.00025235472,0.00006950032,0.0000619145,0.000044461605,0.00037972018,0.00026878668,0.00092655263],"category_scores_gemma":[0.000039221526,0.00020619758,0.00013743785,0.000019453499,0.000030287825,0.000068469824,0.000085515065,0.0004753906,0.0006076969],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000053624635,0.0000030890449,0.0000019999022,0.00019779157,0.00033778048,0.000020639463,0.00030063398,0.007909506,0.00008235385,0.7707547,0.205188,0.015198111],"study_design_scores_gemma":[0.00012325251,0.000008153518,0.0000047949575,0.00018041859,0.000024000763,0.0000038715093,0.000014246635,0.00056101364,0.000076127755,0.0034269027,0.9952178,0.0003594107],"about_ca_topic_score_codex":0.000001681995,"about_ca_topic_score_gemma":0.000008665666,"teacher_disagreement_score":0.7900298,"about_ca_system_score_codex":0.00006518514,"about_ca_system_score_gemma":0.000013091633,"threshold_uncertainty_score":0.9999867},"labels":[],"label_agreement":null},{"id":"W4414062695","doi":"10.3390/geohazards6030053","title":"Seismic Assessment of Concrete Gravity Dam via Finite Element Modelling","year":2025,"lang":"en","type":"article","venue":"GeoHazards","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Gravity dam; Finite element method; Dam failure; Seismic risk; Foundation (evidence); Seismic analysis; Seismic hazard; Induced seismicity","score_opus":0.007898989020866339,"score_gpt":0.2374991989661054,"score_spread":0.22960020994523908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414062695","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10226416,0.00019380078,0.8884692,0.00004545725,0.00052120956,0.00011351912,0.000039083498,0.0002450065,0.008108566],"genre_scores_gemma":[0.99193776,0.0000973583,0.0075415103,0.000033347533,0.000034870132,0.000018750934,0.000028244418,0.000020182382,0.00028797955],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910164,0.000015140765,0.0003024738,0.0001509774,0.00016910913,0.00026066328],"domain_scores_gemma":[0.9995189,0.00005383973,0.000024511852,0.00030982244,0.00004627387,0.00004670063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025805784,0.0001592102,0.00025075572,0.000110297195,0.000035677564,0.000013809061,0.00015118215,0.00006979744,0.000027175818],"category_scores_gemma":[0.000006588884,0.0001706007,0.00008561421,0.00020011902,0.000018861247,0.000049783666,0.000045679804,0.00018911209,0.000007367348],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000022552047,0.0000038963194,0.0003369031,0.00015841164,0.00007845627,0.0000014368894,0.00003762731,0.9945764,0.000909988,0.00089718786,0.0004043643,0.0025930502],"study_design_scores_gemma":[0.00027496676,0.000017676719,0.0013071764,0.000061021525,0.000030055242,6.10991e-7,0.0000110266965,0.9853562,0.0018372143,0.000481623,0.010475351,0.0001470408],"about_ca_topic_score_codex":0.00004098194,"about_ca_topic_score_gemma":0.0000016309175,"teacher_disagreement_score":0.8896736,"about_ca_system_score_codex":0.00009189388,"about_ca_system_score_gemma":0.00004064546,"threshold_uncertainty_score":0.69568944},"labels":[],"label_agreement":null},{"id":"W4414077822","doi":"10.1139/cgj-2025-0276","title":"3D dynamic response analysis of the Denis-Perron Rockfill Dam in a narrow valley","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":true,"route_about_ca":true,"ca_institutions":"Université Laval; Hydro-Québec","funders":"Natural Sciences and Engineering Research Council of Canada; Hydro-Québec","keywords":"Instrumentation (computer programming); Parametric statistics; Crest; Response analysis; Seismic analysis; Process (computing); Site analysis","score_opus":0.003491324470370713,"score_gpt":0.20228781883842825,"score_spread":0.19879649436805755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414077822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731277,0.0015309398,0.020039506,0.002622988,0.00076455215,0.00019123193,0.00007897678,0.00013040719,0.0015136877],"genre_scores_gemma":[0.9993398,0.00003117867,0.00022768069,0.00010560821,0.000011515638,0.0000041978033,0.000002284007,0.000015483953,0.00026222464],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99890715,0.00007800479,0.0003826923,0.000118331685,0.00014779376,0.0003660368],"domain_scores_gemma":[0.9992597,0.00009650427,0.000030274565,0.0003480491,0.00003874339,0.00022669797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005583767,0.00013362106,0.00027817872,0.0010253357,0.00007766192,0.000026201782,0.00044983602,0.00017078471,0.000046902835],"category_scores_gemma":[0.00023651129,0.000113239454,0.00021282274,0.0017352694,0.000040275427,0.00004549742,0.000020473854,0.00071717077,0.0000027722351],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000020811474,0.0000060404423,0.00046303016,0.000008892571,0.000164934,0.00003632009,0.00006528426,0.9951155,0.0011041339,0.00003737216,0.00078470615,0.0021929352],"study_design_scores_gemma":[0.00026998704,0.000016895952,0.16446428,0.00011687289,0.00020087732,0.00003731571,0.000051687868,0.82282305,0.000087650435,0.0000717559,0.011689075,0.00017055358],"about_ca_topic_score_codex":0.0022156483,"about_ca_topic_score_gemma":0.038147405,"teacher_disagreement_score":0.17229249,"about_ca_system_score_codex":0.0007370979,"about_ca_system_score_gemma":0.0003359164,"threshold_uncertainty_score":0.9794039},"labels":[],"label_agreement":null},{"id":"W4414153541","doi":"10.1002/nag.70063","title":"Data‐Driven Detection of Internal Erosion Initiation in Gap‐Graded Soils: Combining Particle‐Scale CFD‐DEM Simulation With 3D Convolutional Autoencoder","year":2025,"lang":"en","type":"article","venue":"International Journal for Numerical and Analytical Methods in Geomechanics","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Australian Research Council; China Scholarship Council","keywords":"Autoencoder; Microscale chemistry; Erosion; Convolutional neural network; Internal erosion; Pattern recognition (psychology); Identification (biology); Particle (ecology)","score_opus":0.04583057817432743,"score_gpt":0.3702620127604602,"score_spread":0.32443143458613277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414153541","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.05533022,0.00008275034,0.94358975,0.00012549252,0.00066455785,0.000094565614,0.000027908329,0.00003300945,0.000051748724],"genre_scores_gemma":[0.92431104,0.00006422566,0.075460844,0.000045577635,0.000063309715,0.000008507012,0.000019696055,0.000013791085,0.000012999316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99865234,0.00008956732,0.0005986964,0.00020622535,0.00024906846,0.00020410375],"domain_scores_gemma":[0.9989816,0.0005969558,0.00008783034,0.00010886821,0.00015296058,0.000071811664],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080016116,0.00014125065,0.00027465823,0.00029052244,0.00003989573,0.000049064158,0.00023542346,0.00010227031,0.000009776803],"category_scores_gemma":[0.00031973128,0.00012700254,0.000052927877,0.0003223308,0.000029088122,0.0002731628,0.0000797106,0.0003781806,5.077644e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024725188,0.000097310636,0.0015602908,0.00004013784,0.00010315599,0.000005954978,0.00010545419,0.9625557,0.0037661635,0.0038852112,0.0000067368824,0.027626649],"study_design_scores_gemma":[0.001196377,0.000092463524,0.0019034202,0.00023338152,0.000033316905,0.000019078749,0.00008992133,0.9879136,0.0007982938,0.0073350966,0.00025787085,0.0001271756],"about_ca_topic_score_codex":0.000014092137,"about_ca_topic_score_gemma":0.000018862273,"teacher_disagreement_score":0.8689808,"about_ca_system_score_codex":0.00016391135,"about_ca_system_score_gemma":0.00003195488,"threshold_uncertainty_score":0.51790136},"labels":[],"label_agreement":null},{"id":"W4414171937","doi":"10.1520/gtj20240182","title":"A New Apparatus for Seepage and Internal Erosion Soil Column Tests in Geotechnical Centrifuge","year":2025,"lang":"en","type":"article","venue":"Geotechnical Testing Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada; Queen's University","funders":"Natural Science Foundation of Zhejiang Province; National Natural Science Foundation of China","keywords":"Internal erosion; Centrifuge; Hydraulic head; Permeameter; Pore water pressure; Piezometer; Erosion; Displacement (psychology)","score_opus":0.012732540190698416,"score_gpt":0.24464327536415661,"score_spread":0.2319107351734582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414171937","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25529447,0.0013937929,0.7398041,0.00041702934,0.0007962742,0.0004074443,0.000012724228,0.0009559428,0.00091822],"genre_scores_gemma":[0.971801,0.00012143728,0.027436065,0.00006692408,0.0002458247,0.000020020214,0.0000028612237,0.00004193307,0.00026393274],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983593,0.000024671017,0.0005995828,0.0002569149,0.00017779,0.0005817146],"domain_scores_gemma":[0.9989702,0.00046299162,0.00005575185,0.00020253222,0.000058047113,0.00025049387],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0006753807,0.00024428475,0.00035984552,0.0002569602,0.0001223811,0.00014383689,0.00029120204,0.00027562407,0.000006191617],"category_scores_gemma":[0.0012859383,0.00024713326,0.000098254524,0.00049920037,0.000049792317,0.00012010175,0.00011908897,0.0012045347,0.0000035502533],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010577515,0.00011694302,0.0033729873,0.00028583824,0.00007560045,0.00016158845,0.00005492635,0.8063722,0.03126655,0.001124259,0.017759314,0.13930401],"study_design_scores_gemma":[0.0030278857,0.00025066087,0.039558727,0.0018313115,0.00005728912,0.00078206806,0.000015285119,0.9307855,0.0009869164,0.005767182,0.016331512,0.00060567405],"about_ca_topic_score_codex":0.00002939438,"about_ca_topic_score_gemma":0.000012283942,"teacher_disagreement_score":0.71650654,"about_ca_system_score_codex":0.00018025521,"about_ca_system_score_gemma":0.000094444025,"threshold_uncertainty_score":0.9999981},"labels":[],"label_agreement":null},{"id":"W4414544301","doi":"10.18280/ijsdp.200817","title":"Analysis of Environmental and Socio-Economic Impacts of Dams Through Sustainable Management Strategies","year":2025,"lang":"en","type":"article","venue":"International Journal of Sustainable Development and Planning","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Sustainability; Sustainable development; Sustainable management; Environmental impact assessment; Resource management (computing)","score_opus":0.004387559302451946,"score_gpt":0.2292044341325739,"score_spread":0.22481687483012197,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414544301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9890827,0.0015527655,0.0059914864,0.000025888137,0.00010743022,0.00004795636,0.000004952895,0.000008198997,0.0031786384],"genre_scores_gemma":[0.9976052,0.00044574848,0.0014874021,0.000006497448,0.000014297132,0.00000138694,0.000009469994,0.000005631117,0.00042439118],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9992425,0.0000068324744,0.00039232877,0.0000679321,0.00013575386,0.00015469188],"domain_scores_gemma":[0.9997152,0.000043183976,0.00011181452,0.000041432788,0.000059839524,0.000028547867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002462914,0.000099100216,0.00023215087,0.00055737357,0.000034519046,0.0000450667,0.000121266254,0.000035312692,0.000015909856],"category_scores_gemma":[0.000006235702,0.00009761784,0.000045739194,0.00010302406,0.000031035896,0.00033553832,0.00007085309,0.000077217126,1.3002455e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025012414,0.00009023129,0.082121395,0.0015163638,0.017279103,0.001088317,0.025420591,0.8013272,0.0007368733,0.0602616,0.0006150183,0.009293161],"study_design_scores_gemma":[0.0020267456,0.000079420024,0.58719164,0.00045190266,0.0007825606,0.000031634958,0.3747932,0.011550427,0.0033822746,0.0032211721,0.016033074,0.00045593444],"about_ca_topic_score_codex":0.000015577534,"about_ca_topic_score_gemma":5.2709794e-7,"teacher_disagreement_score":0.7897768,"about_ca_system_score_codex":0.00020062194,"about_ca_system_score_gemma":0.0000604124,"threshold_uncertainty_score":0.39807403},"labels":[],"label_agreement":null},{"id":"W4414779657","doi":"10.1007/978-3-031-96763-4_1","title":"Structural Stability of Gravity Dams: Comparisons of Performance Indicators","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Strength reduction; Cohesion (chemistry); Gravity dam; Stability (learning theory); Cracking; Reduction (mathematics); Finite element method","score_opus":0.008291692395431633,"score_gpt":0.20436612533060552,"score_spread":0.1960744329351739,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414779657","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23089957,0.017177964,0.57684046,0.000058229012,0.00686155,0.0022770455,0.0016030708,0.0025425926,0.16173953],"genre_scores_gemma":[0.997525,0.00019403202,0.0019414584,0.00000285301,0.00006715092,0.000008954488,0.000060638315,0.000092842085,0.00010709383],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99816,0.000007734117,0.0008231132,0.0003247666,0.00030567928,0.00037872736],"domain_scores_gemma":[0.99880004,0.00031681277,0.00011997162,0.00063314586,0.000051526018,0.000078506215],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001984793,0.000577897,0.0010429338,0.000712239,0.00001988152,0.000008593403,0.0003951538,0.00054520596,0.00008704213],"category_scores_gemma":[0.00011412709,0.00062173675,0.00020788457,0.00028460345,0.00007821123,0.00006831976,0.00009309072,0.0011605707,0.0000013957463],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011302618,0.000007762928,0.0020020844,0.00350962,0.00014822299,0.000002737748,0.00020029774,0.98613137,0.00078620814,0.0015730825,0.000024654475,0.0056026545],"study_design_scores_gemma":[0.0010079613,0.00014363171,0.012702481,0.004721858,0.00023781434,0.000012024049,0.0000056175504,0.9270813,0.04014692,0.0008740562,0.010923583,0.0021427684],"about_ca_topic_score_codex":0.000015157582,"about_ca_topic_score_gemma":0.0001200151,"teacher_disagreement_score":0.7666254,"about_ca_system_score_codex":0.00021766649,"about_ca_system_score_gemma":0.00005825147,"threshold_uncertainty_score":0.9996234},"labels":[],"label_agreement":null},{"id":"W4414818070","doi":"10.1007/s12665-025-12589-3","title":"Experimental investigation on through-wall erosion failure of braced excavation in sandy gravel under extreme rainfall","year":2025,"lang":"en","type":"article","venue":"Environmental Earth Sciences","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Erosion; Instability; Rainwater harvesting; Excavation; Groundwater; Internal erosion; Pore water pressure","score_opus":0.023407222971950588,"score_gpt":0.2157309674444669,"score_spread":0.19232374447251632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414818070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963339,0.00019188871,0.0015686437,0.000100633246,0.00015124962,0.00012757095,0.0000043961277,0.000049876915,0.0014718265],"genre_scores_gemma":[0.99830306,0.000028473152,0.0014110497,0.00008586914,0.000009921702,0.000009037066,0.000013564929,0.000006921148,0.00013213542],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992193,0.00001819431,0.00020048434,0.00018570149,0.00022015402,0.00015616503],"domain_scores_gemma":[0.99980915,0.000032473567,0.000025752186,0.00010487964,0.0000012193696,0.000026530948],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014118593,0.000119000855,0.000111279725,0.00011752371,0.000060920207,0.000017391934,0.00011308233,0.00005297597,0.00005732312],"category_scores_gemma":[0.000005096849,0.000114330476,0.000029175375,0.00023003096,0.00016218172,0.00022520093,0.000025083162,0.00009030232,0.00001388431],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000060116636,0.000042309362,0.008758998,0.000013183571,0.0000049250807,4.8100856e-7,0.0008754552,0.32219756,0.6664587,0.0012750695,0.00007402994,0.00029325538],"study_design_scores_gemma":[0.0006785538,0.00013065769,0.30532765,0.00015082127,0.000004059023,9.318321e-7,0.0010475394,0.05327416,0.6380393,0.000665717,0.00045104627,0.00022955508],"about_ca_topic_score_codex":0.00003568523,"about_ca_topic_score_gemma":0.00002594394,"teacher_disagreement_score":0.29656866,"about_ca_system_score_codex":0.000046938178,"about_ca_system_score_gemma":0.000009235685,"threshold_uncertainty_score":0.46622613},"labels":[],"label_agreement":null},{"id":"W4415183400","doi":"10.1007/978-3-031-96767-2_19","title":"Stability Assessment of Aging Concrete Gravity Dams Under Climate Change","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Climate change; Gravity dam; Flooding (psychology); Stability (learning theory); Cracking; Cold climate; Flood myth; Effects of global warming","score_opus":0.016122497887508063,"score_gpt":0.2446679176394227,"score_spread":0.22854541975191464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415183400","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.002450222,0.010936257,0.8427994,0.00016256349,0.005020133,0.001715579,0.00090815476,0.0026510234,0.13335662],"genre_scores_gemma":[0.99362934,0.0012525781,0.004208278,0.00004006879,0.0002994516,0.00006229232,0.00012504274,0.00022561195,0.00015735326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99764246,0.000015084214,0.00076854945,0.0005278284,0.000370278,0.0006757851],"domain_scores_gemma":[0.9984595,0.00048354495,0.00009547681,0.0007790782,0.00006754275,0.00011483006],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00043981377,0.0008074364,0.0010793522,0.00050107803,0.000034525714,0.000032620937,0.0003580166,0.00065060094,0.0001153476],"category_scores_gemma":[0.00006526549,0.0009107199,0.00027261765,0.00020397766,0.00004720001,0.000114178256,0.0001631152,0.0015077596,0.000003523144],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048498982,0.000006511925,0.00033647814,0.0045043863,0.00022183538,0.00002782893,0.0002254282,0.97302747,0.0015557966,0.014124294,0.000017527513,0.0059475973],"study_design_scores_gemma":[0.0011943899,0.00009828277,0.004226903,0.007850676,0.00029887576,0.000018372088,0.000007442362,0.96670264,0.0041146963,0.0037767775,0.008747804,0.0029631427],"about_ca_topic_score_codex":0.000027013502,"about_ca_topic_score_gemma":0.00017157767,"teacher_disagreement_score":0.9911791,"about_ca_system_score_codex":0.0005312222,"about_ca_system_score_gemma":0.000048491373,"threshold_uncertainty_score":0.99933434},"labels":[],"label_agreement":null},{"id":"W4415372117","doi":"10.1007/s10706-025-03427-1","title":"Empirical Reformulation of Sellmeijer’s Criterion for Backward Erosion Piping","year":2025,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Hatch; EnGlobe; Hydro-Québec","keywords":"Internal erosion; Piping; Overfitting; Erosion; Levee; Hydrogeology; Statistical model; Foundation (evidence)","score_opus":0.013723463295649376,"score_gpt":0.2490820219481324,"score_spread":0.235358558652483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415372117","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38204008,0.00052214117,0.6157707,0.00024511426,0.00024386172,0.00022266274,0.000009382666,0.0006810821,0.0002649543],"genre_scores_gemma":[0.99237967,0.00014024276,0.007274365,0.000037906026,0.00004617587,0.000037872087,0.000015505255,0.000015327723,0.000052944946],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99906063,0.0000067252586,0.00035738738,0.00020485726,0.00008588038,0.0002844943],"domain_scores_gemma":[0.99954027,0.00017632764,0.000017332262,0.00015779844,0.00003758582,0.00007068045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017868968,0.0001813627,0.00030678505,0.00012101076,0.000041195002,0.0000132210935,0.00010825546,0.00026097262,0.0000076172223],"category_scores_gemma":[0.00015485093,0.00015418578,0.00008944497,0.00022294105,0.00003336769,0.00006898942,0.00007107816,0.00022177004,0.0000014198882],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000321422,0.00002477414,0.0002738272,0.0005522716,0.00002912043,0.0000013374693,0.000023612907,0.95831144,0.027959485,0.0037526686,0.0002794821,0.008759819],"study_design_scores_gemma":[0.0003993305,0.00009018868,0.018779589,0.00016288224,0.000022808386,0.0000049611654,0.0000052489686,0.96272886,0.0033802246,0.0008929068,0.013314521,0.00021850456],"about_ca_topic_score_codex":0.0000028043482,"about_ca_topic_score_gemma":3.7491705e-7,"teacher_disagreement_score":0.6103396,"about_ca_system_score_codex":0.00003548603,"about_ca_system_score_gemma":0.000005582096,"threshold_uncertainty_score":0.62875134},"labels":[],"label_agreement":null},{"id":"W4415588292","doi":"10.1590/2318-0331.302520250024","title":"Evaluating dam safety in Brazil: a comparative analysis of international classification systems","year":2025,"lang":"pt","type":"article","venue":"Revista Brasileira de Recursos Hídricos","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hazard; Hazard analysis; Plan (archaeology); Action plan; Dam break; Risk assessment; Emergency plan","score_opus":0.052433584231273894,"score_gpt":0.36686448471136646,"score_spread":0.3144309004800926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415588292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76036096,0.012139687,0.1996577,0.00015394893,0.0020662267,0.0019664497,0.0007361035,0.0003593926,0.022559525],"genre_scores_gemma":[0.9973512,0.00051667565,0.00084333844,0.000021471455,0.00008078271,0.0000673145,0.00032092485,0.000035696507,0.00076259056],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9961736,0.00045284326,0.0017148942,0.0006101908,0.0005378291,0.0005106467],"domain_scores_gemma":[0.99767464,0.00074607355,0.00040981692,0.00073606544,0.0003057943,0.00012762878],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0017588539,0.0004679227,0.0014111325,0.0019611756,0.00007626547,0.00018488069,0.00063176895,0.00031848968,0.000081419304],"category_scores_gemma":[0.00044971157,0.0005390399,0.0004170826,0.004552038,0.000062685256,0.00021456453,0.00009589393,0.000613905,0.000023176777],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013718917,0.00026270538,0.14036644,0.0013610616,0.0038715166,0.000007841421,0.0021758175,0.8179219,0.0026186036,0.026107665,0.0006042274,0.004565054],"study_design_scores_gemma":[0.0005058714,0.000034725046,0.35928857,0.0012129038,0.0008595022,0.0000019662825,0.000597623,0.6359191,0.000038765113,0.0000026335997,0.0012745208,0.00026381674],"about_ca_topic_score_codex":0.00015887906,"about_ca_topic_score_gemma":0.000047374997,"teacher_disagreement_score":0.23699024,"about_ca_system_score_codex":0.0014510276,"about_ca_system_score_gemma":0.00023138792,"threshold_uncertainty_score":0.9997061},"labels":[],"label_agreement":null},{"id":"W4415720354","doi":"10.1007/s10706-025-03468-6","title":"Modal Decomposition Analysis of Solid Migration at the Till-Filter Sand Interface","year":2025,"lang":"en","type":"article","venue":"Geotechnical and Geological Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Polytechnique Montréal","keywords":"Hydrogeology; Internal erosion; Saturation (graph theory); Permeability (electromagnetism); Grain size; Permeameter; Stability (learning theory); Modal; Porosity","score_opus":0.005162270544730145,"score_gpt":0.22902241162540884,"score_spread":0.2238601410806787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415720354","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70497674,0.00078838615,0.2931626,0.00028914766,0.00010030742,0.00008504507,0.000017882992,0.0002803358,0.00029957376],"genre_scores_gemma":[0.99923486,0.00016299961,0.0004028511,0.000027885708,0.000016645827,0.000018127794,0.000017950244,0.0000073655847,0.0001113378],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992481,0.000011061183,0.00027952576,0.00016810081,0.00008867163,0.0002045487],"domain_scores_gemma":[0.9995693,0.00015088062,0.00001760326,0.00019433237,0.000021244405,0.000046638943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012873967,0.0001543551,0.0002909948,0.00015561278,0.000045338213,0.0000121955845,0.00012146649,0.00015218074,0.000043985423],"category_scores_gemma":[0.00004518584,0.0001076905,0.00011394388,0.0005097313,0.000053702846,0.000041744024,0.00010936452,0.00021595637,0.0000031961972],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010149687,0.0000099973095,0.00011863937,0.00003456994,0.00021536746,0.0000010877201,0.000018458031,0.97959006,0.018072177,0.00047452276,0.00013827726,0.001316684],"study_design_scores_gemma":[0.00011558936,0.000026305217,0.025346454,0.000027323382,0.00018969347,0.0000034174645,0.0000037326402,0.9641076,0.00744066,0.000082280334,0.002533498,0.00012348124],"about_ca_topic_score_codex":0.000009037068,"about_ca_topic_score_gemma":0.0000088136,"teacher_disagreement_score":0.29425812,"about_ca_system_score_codex":0.0000356451,"about_ca_system_score_gemma":0.000002429219,"threshold_uncertainty_score":0.43914914},"labels":[],"label_agreement":null},{"id":"W4416532974","doi":"10.1007/978-3-032-01078-0_28","title":"A Simplified Thermo-mechanical Model for Damage Assessment in Concrete Gravity Dams Due to Alkali-Aggregate Reaction (AAR)","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Gravity dam; Finite element method; Process (computing); Cracking; Reinforced concrete; Focus (optics)","score_opus":0.011700048920414433,"score_gpt":0.24402306311791627,"score_spread":0.23232301419750184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416532974","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0012042582,0.00032844563,0.98724186,0.00014240514,0.0010657258,0.0011754212,0.0002294933,0.00077512226,0.007837267],"genre_scores_gemma":[0.9747534,0.00016601538,0.021799155,0.00015374593,0.00034043624,0.00040425285,0.00029122495,0.00043674023,0.0016550227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99746203,0.000012312326,0.0007503988,0.0007225494,0.00030484193,0.0007478803],"domain_scores_gemma":[0.99846417,0.0005159495,0.000067100285,0.0007182328,0.00005839787,0.00017616947],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044165258,0.0008777716,0.001056176,0.00076178374,0.000039588776,0.000060756094,0.0004033779,0.00090705993,0.000016568383],"category_scores_gemma":[0.00020199713,0.0010045542,0.00025552034,0.00023868469,0.000014495704,0.00010733775,0.000117854375,0.0017141154,0.0000060325015],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000028698285,0.000005125587,0.0000015048753,0.0006302345,0.000093323855,0.00004522658,0.00016659958,0.9696393,0.017419457,0.0066931704,0.0000651073,0.005212222],"study_design_scores_gemma":[0.00067100493,0.000045249224,0.000054562206,0.0012620685,0.000055502867,0.000009452902,0.0000012955028,0.98536825,0.000993527,0.0047409143,0.0058420408,0.00095614465],"about_ca_topic_score_codex":0.0000326312,"about_ca_topic_score_gemma":0.0007043315,"teacher_disagreement_score":0.9735491,"about_ca_system_score_codex":0.00091070053,"about_ca_system_score_gemma":0.00009367992,"threshold_uncertainty_score":0.99924046},"labels":[],"label_agreement":null},{"id":"W4416534318","doi":"10.1007/978-3-031-95107-7_16","title":"Climate Change Uncertainties in Dam Design, Operation, and Management","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Western University","funders":"","keywords":"Climate change; Lead (geology); Function (biology); Precipitation; Risk management; Global warming","score_opus":0.013012863153880332,"score_gpt":0.20051405843186748,"score_spread":0.18750119527798714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416534318","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000097888114,0.0259626,0.88263327,0.00022613739,0.0022600184,0.0019415263,0.00008138284,0.0015213654,0.08527581],"genre_scores_gemma":[0.877253,0.0726997,0.041338783,0.00036723336,0.0011421245,0.0010199792,0.00029195967,0.0009491374,0.004938093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99856555,0.000007336439,0.00041546812,0.000383094,0.00016087356,0.0004676849],"domain_scores_gemma":[0.99942356,0.00016075335,0.000022916816,0.0003199628,0.000014328573,0.00005848666],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00021213281,0.0005654867,0.0005120105,0.0007773751,0.000027125134,0.00005845057,0.00018150503,0.00039258538,0.00003622443],"category_scores_gemma":[0.00002502254,0.00063597044,0.000059395494,0.00012333877,0.000017508704,0.00010464003,0.00010118869,0.0006649938,0.00000829307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000005526389,0.000003843254,0.000023736666,0.0015411584,0.000053132942,0.00006697448,0.00026168107,0.96965605,0.000031128708,0.0069809374,0.000058077,0.021317735],"study_design_scores_gemma":[0.00070654275,0.000036858262,0.00062276394,0.004727475,0.00006958082,0.000013882454,0.0000043027926,0.9650844,0.00021257816,0.0017963009,0.025340086,0.001385237],"about_ca_topic_score_codex":0.000010604145,"about_ca_topic_score_gemma":0.0002910404,"teacher_disagreement_score":0.8771551,"about_ca_system_score_codex":0.00024610615,"about_ca_system_score_gemma":0.000008250038,"threshold_uncertainty_score":0.9996092},"labels":[],"label_agreement":null},{"id":"W4416534319","doi":"10.1007/978-3-031-95107-7_11","title":"An Improved Estimation Model for Dam Failure-Induced Loss of Life","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Dam failure; Flood myth; Estimation; Field (mathematics); Multivariate statistics; Dam break; Minification","score_opus":0.00898285421051812,"score_gpt":0.21446850406644175,"score_spread":0.20548564985592363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416534319","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00030078445,0.00056359987,0.9947621,0.00003161776,0.0005993878,0.00054514076,0.000157254,0.0006778112,0.0023622669],"genre_scores_gemma":[0.95132977,0.00005648358,0.04738766,0.000021734333,0.0002078136,0.000088156296,0.0002083533,0.0002627087,0.00043730586],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99827975,0.0000037682773,0.0006715326,0.000416617,0.0001895467,0.00043880835],"domain_scores_gemma":[0.9988113,0.00027408454,0.00007968784,0.00062367774,0.00008141214,0.0001298425],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017762897,0.0006593485,0.00080898084,0.0005715008,0.000025424628,0.000031088086,0.00035248595,0.0007982842,0.00001395088],"category_scores_gemma":[0.000256347,0.0007618338,0.00021095852,0.00012217042,0.000015394447,0.00013696108,0.000036433437,0.00074933114,0.0000015815654],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000134616685,0.000009071757,0.0000016846066,0.0015669912,0.00010692786,0.000001854331,0.00015076456,0.98555017,0.00467338,0.0021899564,0.000037376674,0.0056983777],"study_design_scores_gemma":[0.00046200893,0.000047477326,0.0000063720054,0.000635328,0.000061669685,0.000002006165,5.7613397e-7,0.99405587,0.001582058,0.0019902587,0.00051053986,0.00064580847],"about_ca_topic_score_codex":0.000007916501,"about_ca_topic_score_gemma":0.00020196952,"teacher_disagreement_score":0.951029,"about_ca_system_score_codex":0.00021683828,"about_ca_system_score_gemma":0.00009597615,"threshold_uncertainty_score":0.9994833},"labels":[],"label_agreement":null},{"id":"W4416534333","doi":"10.1007/978-3-031-95107-7_6","title":"Standardized Embankment Dam Breach Outflow Hydrograph Uncertainty: Case Study of the 1996 Dyke Failure on the Ha! Ha! River","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Hydrograph; Outflow; Dam failure; Embankment dam; Probabilistic logic; Flood myth; Levee","score_opus":0.006886703786454548,"score_gpt":0.19687870913334554,"score_spread":0.18999200534689098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416534333","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3243971,0.02582079,0.41655442,0.0043931133,0.030768938,0.029336868,0.0043016206,0.011029759,0.15339741],"genre_scores_gemma":[0.9981515,0.0000832045,0.00037399298,0.000055401964,0.00018728856,0.00010884757,0.00002372885,0.00022254992,0.0007935283],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9972767,0.000043427633,0.0007649171,0.00059629156,0.0007052702,0.00061337854],"domain_scores_gemma":[0.9973894,0.00083747675,0.00011358986,0.0014857103,0.00007722379,0.00009661443],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00043845773,0.0010357506,0.0010003138,0.0005214515,0.00013062899,0.000065216205,0.0007358914,0.0004276053,0.00006687324],"category_scores_gemma":[0.00017353157,0.00072679616,0.00044988887,0.00041803124,0.000080130805,0.00005160523,0.00020220935,0.0022109952,0.0000039508695],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018925197,0.00004845338,0.000046052613,0.00033303598,0.0006063959,0.00041767632,0.0015338406,0.9918923,0.000072766336,0.00091241027,0.00037393713,0.0037442131],"study_design_scores_gemma":[0.006895422,0.0008266146,0.000374226,0.009526194,0.0016540634,0.0010119813,0.0004690952,0.8373733,0.0018381675,0.0030227914,0.13155356,0.0054545733],"about_ca_topic_score_codex":0.00025582546,"about_ca_topic_score_gemma":0.0037370394,"teacher_disagreement_score":0.6737544,"about_ca_system_score_codex":0.00044677797,"about_ca_system_score_gemma":0.000059894443,"threshold_uncertainty_score":0.99951833},"labels":[],"label_agreement":null},{"id":"W4416534364","doi":"10.1007/978-3-031-95107-7_1","title":"A State-of-the-Art Review on Dam-Break Risk Assessment: A Decade of Methodological Insights","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Fault tree analysis; Safeguarding; Risk assessment; Event tree analysis; Probabilistic risk assessment; Risk management; Probabilistic logic; Event (particle physics)","score_opus":0.020539530609655878,"score_gpt":0.26715291950623604,"score_spread":0.24661338889658016,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416534364","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000221461,0.07042664,0.8081074,0.00013960282,0.0021734217,0.0013445301,0.00027847599,0.0006677133,0.116640784],"genre_scores_gemma":[0.76109225,0.14665729,0.08047971,0.00059734215,0.0006550529,0.00033785228,0.00025773846,0.0011399103,0.008782834],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.997796,0.000060847095,0.00093449745,0.00041579065,0.00042180283,0.00037109244],"domain_scores_gemma":[0.99727106,0.0015478877,0.00018984315,0.00084364635,0.00007146658,0.00007610636],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005171606,0.0006952977,0.0013583809,0.000431092,0.000024887962,0.000011009477,0.0005364086,0.00048242923,0.00006156712],"category_scores_gemma":[0.0008462872,0.00055529166,0.0004273054,0.00033199257,0.000045955927,0.0000459536,0.00013131855,0.001978455,0.000004989716],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000755268,0.000014798254,0.000017730812,0.0058886525,0.00023230366,0.000012173025,0.0000611485,0.9709779,0.0003919078,0.0024357645,0.00034208817,0.019618003],"study_design_scores_gemma":[0.0019787827,0.00045780584,0.0024994467,0.13451476,0.0013740372,0.00005427012,0.0000014822435,0.42758468,0.014803014,0.026756095,0.38564077,0.0043348535],"about_ca_topic_score_codex":0.000006422709,"about_ca_topic_score_gemma":0.00007054876,"teacher_disagreement_score":0.7608708,"about_ca_system_score_codex":0.00022692393,"about_ca_system_score_gemma":0.00006561404,"threshold_uncertainty_score":0.9996899},"labels":[],"label_agreement":null},{"id":"W4416570711","doi":"10.1007/978-3-031-95421-4_10","title":"Examining AI-Enhanced Regression Models for Predicting Slope Stability in Earthen Dams During Extreme Weather Events","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Western University","funders":"","keywords":"Precipitation; Drawdown (hydrology); Stability (learning theory); Regression analysis; Slope stability; Polynomial regression; Regression; Linear regression","score_opus":0.020410061668725533,"score_gpt":0.21836655527072316,"score_spread":0.19795649360199763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416570711","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0204827,0.0035339487,0.94356614,0.000030521205,0.0017630672,0.0014278804,0.00013321242,0.0014485058,0.02761401],"genre_scores_gemma":[0.99375474,0.00023152666,0.0036867252,0.000012413468,0.00031485586,0.00018783355,0.000076818964,0.0003484855,0.0013866092],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969711,0.000016734426,0.00094682863,0.0008324584,0.0003547992,0.000878128],"domain_scores_gemma":[0.9984289,0.0005558729,0.000090966576,0.00073928636,0.00006287474,0.00012208887],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00044770623,0.000975806,0.0010412565,0.0007537227,0.00006270273,0.00004289037,0.0004097381,0.0008849508,0.00007127041],"category_scores_gemma":[0.00029796615,0.0010531095,0.00021349352,0.00023330272,0.000019239946,0.0002604894,0.00014505172,0.0016621167,0.0000026750695],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003697586,0.00001263753,0.00019481314,0.0017038141,0.00008420141,0.0000146006105,0.0006682515,0.98554695,0.0049011577,0.00018252962,0.000005607201,0.006648461],"study_design_scores_gemma":[0.0012285382,0.00004113901,0.0008033153,0.008339748,0.000049424394,0.0000060185416,0.000007963881,0.9797723,0.005132567,0.00282972,0.00054633926,0.0012428722],"about_ca_topic_score_codex":0.000013870176,"about_ca_topic_score_gemma":0.00042056246,"teacher_disagreement_score":0.973272,"about_ca_system_score_codex":0.00068972656,"about_ca_system_score_gemma":0.000053973006,"threshold_uncertainty_score":0.99919194},"labels":[],"label_agreement":null},{"id":"W4417009589","doi":"10.1139/cgj-2024-0734","title":"Simplified seepage rate estimation of zoned embankment dams","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Embankment dam; Levee; Foundation (evidence); Permeability (electromagnetism); Pore water pressure; Dam failure","score_opus":0.005470854943401243,"score_gpt":0.21399657983646223,"score_spread":0.20852572489306098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417009589","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.099603355,0.00055381126,0.88692874,0.0019308852,0.0016437982,0.00028602246,0.00005946375,0.0004125433,0.00858138],"genre_scores_gemma":[0.99841577,0.000049317765,0.0011563253,0.00010662421,0.0000387543,0.0000039161955,0.0000072096927,0.000015379197,0.00020673384],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991964,0.000017426144,0.0003211153,0.00008296244,0.00009013302,0.00029194847],"domain_scores_gemma":[0.9994215,0.000039957664,0.000025742134,0.00018403048,0.000038204424,0.00029060838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029918907,0.00011354988,0.00017735707,0.00027427345,0.00006951987,0.00003307255,0.00018863598,0.00012165573,0.000048702215],"category_scores_gemma":[0.000084447456,0.00010361098,0.00007335225,0.00026064645,0.000025035613,0.0000639697,0.000011949272,0.0003787325,0.000012724719],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000003295652,0.000004561631,0.000009426941,0.000033004402,0.00003963705,0.000024904199,0.000016814798,0.96765584,0.0011050425,0.0011451142,0.004595478,0.025366861],"study_design_scores_gemma":[0.00044562027,0.000032346074,0.0050586355,0.00017742135,0.000037629034,0.000051761763,0.000022226575,0.9510441,0.002125471,0.0014232353,0.039361868,0.00021971243],"about_ca_topic_score_codex":0.0005375048,"about_ca_topic_score_gemma":0.00038729512,"teacher_disagreement_score":0.8988124,"about_ca_system_score_codex":0.00022346775,"about_ca_system_score_gemma":0.00017019763,"threshold_uncertainty_score":0.42251334},"labels":[],"label_agreement":null},{"id":"W4417009657","doi":"10.1139/cgj-2024-0612","title":"Novel erosion law based on CFD–DEM simulations and its application in hydromechanical modeling of gap-graded soils","year":2025,"lang":"en","type":"article","venue":"Canadian Geotechnical Journal","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; Research Grants Council, University Grants Committee; National Natural Science Foundation of China","keywords":"Erosion; Constitutive equation; Soil water; Internal erosion; Void ratio; Work (physics); Effective stress; Stress (linguistics)","score_opus":0.014737820931411823,"score_gpt":0.22090131994813844,"score_spread":0.20616349901672662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417009657","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20111308,0.00022504419,0.7960046,0.00093225297,0.000201538,0.00031063642,0.00005828428,0.00014238789,0.0010121829],"genre_scores_gemma":[0.9992628,0.000017674769,0.0005270891,0.00013345266,0.00002493461,0.000006110673,0.0000071206514,0.000016324328,0.0000044976046],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999171,0.000012569323,0.00033276316,0.00012737513,0.00011128714,0.00024500815],"domain_scores_gemma":[0.9994882,0.00006974275,0.000020864207,0.00014540045,0.00003516501,0.00024064774],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021555333,0.00011391861,0.00017755874,0.0003354165,0.00007068886,0.000018946374,0.00012775694,0.00018169348,0.0000044853555],"category_scores_gemma":[0.000061650615,0.00012257232,0.000045177545,0.00029374292,0.000013728816,0.00006800789,0.000008352663,0.0005027115,0.0000014348623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004328688,0.000013169587,0.000008697006,0.000021374282,0.000004916257,0.0000023703612,0.000006749144,0.9788626,0.0106186615,0.01000848,0.000009882702,0.00043877374],"study_design_scores_gemma":[0.00040298502,0.000018548166,0.00016430231,0.0001670787,0.000009234666,0.000007758964,0.000005369746,0.9976864,0.00039133386,0.0008330303,0.00020872963,0.00010523492],"about_ca_topic_score_codex":0.0011867606,"about_ca_topic_score_gemma":0.0028451905,"teacher_disagreement_score":0.7981497,"about_ca_system_score_codex":0.00023402921,"about_ca_system_score_gemma":0.00009275791,"threshold_uncertainty_score":0.49983543},"labels":[],"label_agreement":null},{"id":"W4417105596","doi":"10.1016/j.cscm.2025.e05652","title":"Comparative assessment of non-destructive evaluation methods for monitoring concrete water reservoirs – A case study","year":2025,"lang":"en","type":"article","venue":"Case Studies in Construction Materials","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Evaluation methods; Economic evaluation; Statistical analysis","score_opus":0.09703549675557475,"score_gpt":0.4836919102598434,"score_spread":0.38665641350426866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417105596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9781498,0.00017718587,0.015037382,0.000004838126,0.004891571,0.0014061778,0.000043792756,0.00007124714,0.00021803533],"genre_scores_gemma":[0.94084233,0.000026341575,0.058320444,8.2970627e-7,0.00007714018,0.0007065228,0.0000051712896,0.000014567494,0.0000066505245],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985342,0.00028408537,0.0006302287,0.00023876208,0.00010416425,0.00020856432],"domain_scores_gemma":[0.9989374,0.00037283383,0.00006533336,0.00022780726,0.00037254998,0.000024040632],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017946995,0.0002083986,0.0006487538,0.00024686338,0.000112117006,0.000025321715,0.00005850771,0.00006490265,0.000010624616],"category_scores_gemma":[0.000110749024,0.00018182432,0.000044499135,0.0001914415,0.00013505555,0.00012475782,0.00006980642,0.000091493246,3.4271082e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003095051,0.00007886122,0.005961249,0.0038103627,0.005341788,0.00255838,0.049427282,0.1951671,0.7154413,0.00080878986,0.00014888613,0.020946527],"study_design_scores_gemma":[0.005341949,0.00032341608,0.0011565926,0.0005093148,0.0007045557,0.0048292144,0.23865253,0.052373078,0.6942815,0.0011223141,0.00006549098,0.0006400475],"about_ca_topic_score_codex":0.000051559793,"about_ca_topic_score_gemma":0.000009069109,"teacher_disagreement_score":0.18922524,"about_ca_system_score_codex":0.0003058355,"about_ca_system_score_gemma":0.000032165823,"threshold_uncertainty_score":0.74145806},"labels":[],"label_agreement":null},{"id":"W4417493857","doi":"10.1088/1755-1315/1575/1/012009","title":"Three-Dimensional Seismic Analysis of Tsankov Kamak Dam","year":2025,"lang":"","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Foundation (evidence); Displacement (psychology); Finite element method; Boundary (topology); Inertia; Arch dam; Benchmark (surveying); Seismic analysis; Static analysis","score_opus":0.006751782853869183,"score_gpt":0.18938591965754378,"score_spread":0.1826341368036746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417493857","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9873749,0.0011681219,0.007307581,0.00014744865,0.00047343204,0.00016712768,0.00023107293,0.000053401505,0.003076915],"genre_scores_gemma":[0.997475,0.0007036572,0.0010616572,0.000052698033,0.00001576018,0.0000064367127,0.000031799496,0.000011188612,0.0006417576],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9976974,0.000017415556,0.00049052737,0.0006415336,0.00052647915,0.00062666094],"domain_scores_gemma":[0.9990749,0.00005528718,0.0000801475,0.0005030783,0.000022100847,0.0002644987],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00036446174,0.00036696257,0.0005610564,0.00056141027,0.00033243155,0.000121085024,0.0004331554,0.0001258579,0.00056427706],"category_scores_gemma":[0.000027522125,0.0003773025,0.00013840683,0.0016265695,0.0020248652,0.0005715084,0.0003519375,0.0002589316,0.000016463327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010729043,0.00015925603,0.011940306,0.00021637749,0.0009921725,0.000016664366,0.0008331255,0.6387331,0.26226917,0.0048204847,0.00005628274,0.0798558],"study_design_scores_gemma":[0.00026894658,0.00011199386,0.3725342,0.0001036822,0.00043608455,0.0000059435997,0.00028044547,0.58707786,0.037053037,0.0001403068,0.0016005756,0.00038693647],"about_ca_topic_score_codex":0.00018221395,"about_ca_topic_score_gemma":0.00014793893,"teacher_disagreement_score":0.36059386,"about_ca_system_score_codex":0.00007203598,"about_ca_system_score_gemma":0.0001374915,"threshold_uncertainty_score":0.9998679},"labels":[],"label_agreement":null},{"id":"W4417493882","doi":"10.1088/1755-1315/1575/1/012015","title":"First Reservoir’s Impoundment of Plovdivtsi Asphalt-Concrete Core Rockfill Dam","year":2025,"lang":"","type":"article","venue":"IOP Conference Series Earth and Environmental Science","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Hydro-Québec","funders":"","keywords":"Core (optical fiber); Stiffness; Deformation (meteorology); Calibration; Flow (mathematics); Upstream (networking); Base (topology)","score_opus":0.011602463667263132,"score_gpt":0.19862141708476744,"score_spread":0.1870189534175043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417493882","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98674047,0.0017180927,0.0005222003,0.00030288988,0.0009043789,0.00037262178,0.00025093643,0.000081810234,0.0091065895],"genre_scores_gemma":[0.99049246,0.00552657,0.0008826889,0.000045424465,0.000036682697,0.000018275576,0.000020975187,0.000022391741,0.0029545443],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9970341,0.00002205741,0.0006418987,0.0007612104,0.00062604697,0.00091474294],"domain_scores_gemma":[0.9987111,0.000065725,0.00011195098,0.0006748974,0.000029210722,0.0004070828],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00045253427,0.00049440033,0.0005292696,0.00022139128,0.000570934,0.00018893315,0.0007312932,0.00017049268,0.0005879151],"category_scores_gemma":[0.00006548431,0.0005136304,0.00009339381,0.00056179916,0.0021880788,0.00086633436,0.0006326255,0.0003659971,0.000032655946],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005413032,0.00016296993,0.012400993,0.0024956753,0.00034780163,0.00008844123,0.006943665,0.081826545,0.8241878,0.02029717,0.0005065533,0.05020105],"study_design_scores_gemma":[0.0028882958,0.0016954474,0.2643292,0.0022237494,0.00024758044,0.00011456084,0.0055484637,0.20034069,0.45280376,0.0009960787,0.06621462,0.0025975541],"about_ca_topic_score_codex":0.00018860494,"about_ca_topic_score_gemma":0.00008083066,"teacher_disagreement_score":0.37138408,"about_ca_system_score_codex":0.0001492016,"about_ca_system_score_gemma":0.00018073409,"threshold_uncertainty_score":0.99973154},"labels":[],"label_agreement":null},{"id":"W4417502311","doi":"10.1038/s41597-025-06349-y","title":"A comprehensive dataset of riverine levee overtopping events for advancing risk assessment","year":2025,"lang":"en","type":"article","venue":"Scientific Data","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"United Nations University Institute for Water, Environment, and Health","funders":"U.S. Army Corps of Engineers; U.S. Department of Defense","keywords":"Levee; Flood myth; Risk assessment; Consistency (knowledge bases); Hydrology (agriculture); Foundation (evidence); Flood control","score_opus":0.02816973448253714,"score_gpt":0.3182483642074622,"score_spread":0.2900786297249251,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417502311","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030777516,0.0005142961,0.7802961,0.00011826458,0.005404123,0.0005811315,0.18148763,0.00025415406,0.0005668162],"genre_scores_gemma":[0.7064613,0.00019243763,0.15988865,0.00010689742,0.0001378982,0.000067335495,0.13170649,0.00007991891,0.0013590747],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9988519,0.000016852437,0.0003025666,0.00038947022,0.00017267145,0.00026653105],"domain_scores_gemma":[0.99813837,0.00016555758,0.000048086436,0.0015286596,0.00006919101,0.00005014388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004951993,0.00012949192,0.00020563437,0.00015854492,0.00012514074,0.000048378533,0.00079569756,0.0000326568,0.000017496002],"category_scores_gemma":[0.00014778021,0.00013367951,0.00003473325,0.0003454167,0.000046911024,0.000324043,0.00046291304,0.000112140624,0.0000066454922],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000143391935,0.00006286716,0.0005753639,0.0010479416,0.00023293827,0.0000020548102,0.000055278677,0.14513566,0.022605522,0.00057013705,0.80369985,0.025998026],"study_design_scores_gemma":[0.00039406508,0.000008402243,0.0037238193,0.00011614002,0.000034981862,6.0900885e-7,0.000037489335,0.41750887,0.00075604836,0.00023470334,0.5770657,0.00011916872],"about_ca_topic_score_codex":0.000020543883,"about_ca_topic_score_gemma":0.000019810941,"teacher_disagreement_score":0.6756838,"about_ca_system_score_codex":0.00005641155,"about_ca_system_score_gemma":0.000052628377,"threshold_uncertainty_score":0.54512924},"labels":[],"label_agreement":null},{"id":"W6884552617","doi":"10.1051/lhb/1964027/pdf","title":"Fermetures fluviales sur le Rhône","year":2010,"lang":"en","type":"article","venue":"Springer Link (Chiba Institute of Technology)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydrology (agriculture); Limiting; Metre; Flood myth; Debris flow; Water level","score_opus":0.008366833611879431,"score_gpt":0.1973324798038371,"score_spread":0.1889656461919577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6884552617","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9827757,0.0004355966,0.0031872075,0.000764371,0.0032405744,0.00014522608,0.000013352922,0.002408479,0.007029524],"genre_scores_gemma":[0.9744269,0.00010675202,0.025012089,0.000011636118,0.00022501695,0.000019549349,0.000006578063,0.000050208175,0.00014125304],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989598,0.0000025162421,0.0003255682,0.0002342013,0.00013016546,0.000347746],"domain_scores_gemma":[0.99916244,0.000011932239,0.000042318825,0.0006590601,0.00005621952,0.00006803029],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012824492,0.00024380132,0.0003131228,0.00045841048,0.00007109082,0.000016338647,0.0005132722,0.00043254677,0.000019105828],"category_scores_gemma":[0.00013793714,0.00024922893,0.00010409803,0.00040227742,0.00026510996,0.0001851957,0.00011455825,0.0008314598,0.000050097333],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000992009,0.00009792487,0.0032433027,0.00028707134,0.00020268567,0.000029943296,0.000073331044,0.02145584,0.77082115,0.111673266,0.0010417232,0.091063805],"study_design_scores_gemma":[0.00087234715,0.000051656072,0.012045748,0.000114813716,0.000036751175,0.000041153795,0.00001425101,0.006666965,0.4297394,0.002586384,0.5471553,0.0006752114],"about_ca_topic_score_codex":0.000035296518,"about_ca_topic_score_gemma":0.00012132078,"teacher_disagreement_score":0.5461136,"about_ca_system_score_codex":0.000020995842,"about_ca_system_score_gemma":0.0000527176,"threshold_uncertainty_score":0.999996},"labels":[],"label_agreement":null},{"id":"W6892557430","doi":"10.5281/zenodo.10629215","title":"Évaluation probabiliste de la fiabilité des digues prenant en compte les mécanismes de glissement, d'érosion interne et de surverse : application à une étude de cas au Canada","year":2024,"lang":"fr","type":"article","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"York University","funders":"","keywords":"Reductio ad absurdum; Limiting; Context (archaeology)","score_opus":0.0192741627543767,"score_gpt":0.25224282205194815,"score_spread":0.23296865929757143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6892557430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55182856,0.0009958001,0.43145218,0.0012199428,0.00024097436,0.0006097454,0.00035766177,0.00123619,0.012058911],"genre_scores_gemma":[0.9930458,0.000671208,0.003998768,0.000024822768,0.00017722619,8.442367e-7,0.00066753116,0.0008706127,0.00054315454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9974157,0.0010125324,0.00031260893,0.00036270742,0.00029100312,0.00060541125],"domain_scores_gemma":[0.99896246,0.0002487352,0.000044999248,0.00031937848,0.0001759265,0.0002484903],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0029891925,0.0002319898,0.00016867137,0.00012972737,0.0005893993,0.0005722818,0.0004898277,0.00013189949,0.0004867416],"category_scores_gemma":[0.00082738907,0.00026363987,0.000059271024,0.00045236276,0.00015611727,0.00023535536,0.0003411377,0.00045042843,0.00015203436],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008819963,0.00027445887,0.0014822406,0.003962994,0.00028240582,0.00008851707,0.04223405,0.44579363,0.07926728,0.02453259,0.019780874,0.38221276],"study_design_scores_gemma":[0.00041989164,0.00015747502,0.0697349,0.0007554767,0.00009267734,0.00025811497,0.0008566147,0.31320316,0.006168899,0.0008639341,0.6070527,0.00043617628],"about_ca_topic_score_codex":0.14104879,"about_ca_topic_score_gemma":0.014144345,"teacher_disagreement_score":0.5872718,"about_ca_system_score_codex":0.0045366418,"about_ca_system_score_gemma":0.00016813273,"threshold_uncertainty_score":0.9999816},"labels":[],"label_agreement":null},{"id":"W6901709024","doi":"10.60692/d09xr-sd325","title":"Delayed instabilities of water-retaining earth structures","year":2022,"lang":"en","type":"article","venue":"Greater South Information System","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Instability; Creep; Shear (geology); Shear strength (soil); Shield; Earth (classical element)","score_opus":0.013337600253942587,"score_gpt":0.1623786189729103,"score_spread":0.14904101871896772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6901709024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9814858,0.0000061023234,0.011860132,0.0000031555956,0.0004801935,0.00011658764,0.00017999053,0.00047440408,0.005393647],"genre_scores_gemma":[0.99965227,5.4386085e-8,0.00018866744,0.000007758244,0.00002002521,0.000035965724,0.000037653976,0.0000120375225,0.000045541365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991342,0.000022058712,0.0004057545,0.000051384963,0.00021114253,0.00017545119],"domain_scores_gemma":[0.99968606,0.000003860517,0.0000401905,0.000198827,0.000036542962,0.000034504657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001950722,0.0001114255,0.00016234512,0.0001777648,0.00009141016,0.000028372193,0.000118003954,0.00003064295,0.000065791995],"category_scores_gemma":[0.000003062307,0.00009121232,0.00004923244,0.00010158271,0.000010882316,0.00024161367,0.000053585758,0.00010632503,0.000027511456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000018415369,3.3328183e-7,0.002494187,0.00046879693,0.000051335643,8.9013315e-7,0.111935236,0.8840023,0.000035209334,0.0004374123,0.000029879824,0.00052595214],"study_design_scores_gemma":[0.0026732963,0.00028335213,0.022761144,0.00012116508,0.00007465965,0.00019503536,0.17628406,0.7394472,0.034105122,0.00001551693,0.022827525,0.0012119669],"about_ca_topic_score_codex":0.000004402239,"about_ca_topic_score_gemma":4.013375e-8,"teacher_disagreement_score":0.1445552,"about_ca_system_score_codex":0.000060923783,"about_ca_system_score_gemma":0.0000074997465,"threshold_uncertainty_score":0.37195307},"labels":[],"label_agreement":null},{"id":"W6903465952","doi":"10.1051/lhb/2014051/pdf","title":"Effets des aléas sur la détermination de crue de sécurité des barrages à Hydro-Quebec","year":2014,"lang":"fr","type":"article","venue":"Springer Link (Chiba Institute of Technology)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Population; Aquatic environment; Hydro power; Coastal zone","score_opus":0.006677507480723126,"score_gpt":0.21644978178779112,"score_spread":0.209772274307068,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6903465952","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8907946,0.005288926,0.09478414,0.0012467238,0.0014810241,0.00022703242,0.000014176506,0.0019673735,0.0041960226],"genre_scores_gemma":[0.90313375,0.0015186414,0.0934522,0.000020833886,0.00035677612,0.000047873287,0.000007763367,0.00014611793,0.0013160583],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9977219,0.000058290072,0.00060079794,0.0004486635,0.00020036616,0.0009699848],"domain_scores_gemma":[0.99866736,0.00012678321,0.00012905031,0.0007493592,0.00012561955,0.00020185584],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007827975,0.00052466785,0.0006009596,0.00069798646,0.00016054908,0.000066529996,0.0006996159,0.0011336936,0.000020664715],"category_scores_gemma":[0.0009360774,0.0006249115,0.00020637679,0.00064866495,0.0012256966,0.0005509354,0.00021806307,0.0009895496,0.00004941977],"study_design_candidate":"design_other","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000021668053,0.00024432322,0.024098054,0.0037827026,0.0003529453,0.00012964632,0.0007577017,0.14653797,0.059204087,0.080918014,0.00037213488,0.68358076],"study_design_scores_gemma":[0.002004434,0.0002719462,0.093103774,0.00393412,0.0003118912,0.0003786396,0.00004018216,0.10056952,0.2766664,0.019087939,0.50213885,0.0014923043],"about_ca_topic_score_codex":0.0019560766,"about_ca_topic_score_gemma":0.0013780693,"teacher_disagreement_score":0.68208843,"about_ca_system_score_codex":0.00041550995,"about_ca_system_score_gemma":0.0001703932,"threshold_uncertainty_score":0.9996202},"labels":[],"label_agreement":null},{"id":"W6977681652","doi":"10.6084/m9.figshare.c.3829114_d2","title":"Additional file 2: of Advancing team-based primary health care: a comparative analysis of policies in western Canada","year":2017,"lang":"en","type":"article","venue":"Figshare","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Primary care; Health policy; Primary health care; Public health; Government (linguistics); Diagram","score_opus":0.014925939182883262,"score_gpt":0.242106958760183,"score_spread":0.22718101957729975,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6977681652","genre_codex":"dataset","genre_gemma":"dataset","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"dataset","genre_consensus":"dataset","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0002916187,0.00006889898,0.0000050753283,0.000015453112,0.000011889893,0.000050639515,0.99656737,0.000021248825,0.0029678338],"genre_scores_gemma":[0.25624865,3.3681084e-7,0.00039112242,0.000052606858,0.000011819434,0.00008097379,0.7431739,0.000007575526,0.00003301981],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9994537,0.000008511058,0.00018810811,0.000075328855,0.00013023283,0.00014408465],"domain_scores_gemma":[0.9993011,0.00029053463,0.00009533361,0.000218245,0.000048685408,0.000046113728],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000011855798,0.000085121996,0.00030799228,0.00012130515,0.000034424953,0.000006874438,0.00014596258,0.000023587872,0.33781284],"category_scores_gemma":[0.00019076862,0.00009302243,0.000052292704,0.00014445708,0.000005219745,0.00005139783,0.000021562882,0.00007529527,0.000006577119],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000012999361,0.0000038349085,0.000044268432,0.00021751426,0.000048568134,8.974595e-7,0.00013787606,0.17931534,0.0000024115825,2.9754713e-7,0.8201231,0.000104608145],"study_design_scores_gemma":[0.00018650875,0.00002126951,0.4221503,0.0017341166,0.000016202888,3.011381e-7,0.000101295795,0.029688518,0.0001299735,4.5487477e-7,0.54578626,0.00018480765],"about_ca_topic_score_codex":0.018731363,"about_ca_topic_score_gemma":0.34615993,"teacher_disagreement_score":0.42210603,"about_ca_system_score_codex":0.00022437966,"about_ca_system_score_gemma":0.00034695704,"threshold_uncertainty_score":0.987803},"labels":[],"label_agreement":null},{"id":"W6980000044","doi":"","title":"Approaches to Managing the Safety of Aging Dams","year":2000,"lang":"en","type":"article","venue":"TSpace","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Presentation (obstetrics); Work (physics); Relation (database); Risk management","score_opus":0.03208246995983716,"score_gpt":0.2362262866272029,"score_spread":0.20414381666736575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6980000044","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.41290414,0.0014202088,0.067075625,0.0042556887,0.000411106,0.00039438767,0.000007714404,0.0011501098,0.512381],"genre_scores_gemma":[0.9951196,0.000072397095,0.0016918359,0.00003502728,0.00006111575,0.0000064870683,0.0000018052322,0.000026582264,0.0029851485],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995137,0.000009148443,0.00010974805,0.0000886477,0.000093370225,0.00018541863],"domain_scores_gemma":[0.99964416,0.00003260824,0.000006373695,0.00026743222,0.0000039894294,0.000045463155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014822604,0.00009527907,0.00010781883,0.000033847828,0.000036905203,0.000011614643,0.00016177799,0.000023068302,0.00014179811],"category_scores_gemma":[0.000004182316,0.00007527463,0.000036943864,0.00018634366,0.000013710545,0.000032055632,0.000017335542,0.00010111259,0.00007346105],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000042887755,0.000004213346,0.00004115435,0.00004730833,0.00002538738,0.0000012866662,0.0035735257,0.92599714,0.0002662296,0.0009674088,0.00072696956,0.06834509],"study_design_scores_gemma":[0.00059608294,0.000048688467,0.01199955,0.0002689105,0.000058635153,0.000024014795,0.0029457686,0.53833705,0.010524482,0.00034808967,0.43401274,0.0008359851],"about_ca_topic_score_codex":0.000024677662,"about_ca_topic_score_gemma":0.0000037500824,"teacher_disagreement_score":0.5822155,"about_ca_system_score_codex":0.000022627462,"about_ca_system_score_gemma":0.000002949444,"threshold_uncertainty_score":0.30696103},"labels":[],"label_agreement":null},{"id":"W6984825766","doi":"","title":"Ontario","year":2001,"lang":"en","type":"article","venue":"Digital Commons - University of South Florida (University of South Florida)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Nucleofection; Gestational period; TSG101; Dysgeusia; Liquation; Diafiltration; Emperipolesis; Triacetin; Durvalumab","score_opus":0.011411278141484724,"score_gpt":0.14762100874471304,"score_spread":0.13620973060322833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6984825766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9116811,0.000052620522,0.021563716,0.000043811957,0.00045993162,0.00015765533,0.0004617568,0.0004135055,0.065165855],"genre_scores_gemma":[0.99511236,0.000022078293,0.00071062904,0.0000037002608,0.00005326089,3.767161e-8,0.00008509967,0.000033650584,0.0039791665],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99853015,0.000016148331,0.00020718027,0.00034591183,0.00041382198,0.0004867894],"domain_scores_gemma":[0.99877477,0.000057339126,0.00011983801,0.00059828925,0.00014970642,0.0003000693],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001061068,0.0003439418,0.00057954993,0.0003900006,0.00026006758,0.000031256797,0.0008256728,0.00022020053,0.0003689074],"category_scores_gemma":[0.000012765012,0.0005094957,0.00037501365,0.00058573444,0.000328148,0.00077753037,0.0002639211,0.00044132493,0.00020456995],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002317879,0.00051466736,0.587473,0.001031942,0.003022926,0.0018041687,0.2148514,0.1574933,0.0006046375,0.0050146882,0.00994448,0.015926974],"study_design_scores_gemma":[0.012444277,0.00090770936,0.39961353,0.0008330418,0.0010389579,0.00009795794,0.15126602,0.028974906,0.00029643156,0.00053246296,0.39925832,0.0047363956],"about_ca_topic_score_codex":0.0015540086,"about_ca_topic_score_gemma":0.0024297156,"teacher_disagreement_score":0.38931382,"about_ca_system_score_codex":0.0002609051,"about_ca_system_score_gemma":0.00009761178,"threshold_uncertainty_score":0.99973565},"labels":[],"label_agreement":null},{"id":"W6984917381","doi":"","title":"Dayton, Ohio","year":2009,"lang":"en","type":"other","venue":"OhioLink ETD Center (Ohio Library and Information Network)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Factory (object-oriented programming); Coal; Coal mining; Varnish","score_opus":0.004505980548157192,"score_gpt":0.16972021582303026,"score_spread":0.16521423527487308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6984917381","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0000031823558,0.001961936,0.0030770113,0.00010123959,0.0013529371,0.0002475562,0.00017238664,0.002345837,0.9907379],"genre_scores_gemma":[0.025730493,0.10577508,0.015520867,0.011631766,0.015888207,0.00016693561,0.021126546,0.0027740663,0.80138606],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9986602,0.0000220267,0.0004931324,0.00016707488,0.00015934126,0.0004982207],"domain_scores_gemma":[0.99930096,0.000020928295,0.0001079584,0.00036350187,0.0000062009576,0.00020044256],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00006274632,0.0004654938,0.0004010201,0.00026873167,0.00005907009,0.00018680138,0.00025275207,0.00046240055,0.0013903544],"category_scores_gemma":[0.0000024424041,0.00045895905,0.000102798105,0.00025301488,0.000028985376,0.0028052279,0.000070836984,0.00047024176,0.00025707675],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008633923,0.000008307493,0.000010619259,0.00024795128,0.00007023087,0.0000026791502,0.000049787202,0.01029177,3.3659504e-7,0.08659104,0.88212335,0.020595312],"study_design_scores_gemma":[0.00041278088,0.00002466178,0.0002843796,0.00047278055,0.000016541377,0.000014022763,0.0000010031573,0.012884339,0.000005500317,0.000101520454,0.985298,0.00048448582],"about_ca_topic_score_codex":3.4308073e-8,"about_ca_topic_score_gemma":3.8535086e-7,"teacher_disagreement_score":0.18935189,"about_ca_system_score_codex":0.000011714849,"about_ca_system_score_gemma":0.00001619345,"threshold_uncertainty_score":0.9997862},"labels":[],"label_agreement":null},{"id":"W6987306532","doi":"","title":"Slope stability evaluation of an old earth fill dam founded on glaciolacustrine clays","year":2016,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Consolidation (business); Shear strength (soil); Oedometer test; Slope stability; Direct shear test; Penetration test; Shear (geology); Earth (classical element); Earth materials","score_opus":0.0220897252380004,"score_gpt":0.21581872708713334,"score_spread":0.19372900184913294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6987306532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9810016,0.000050072464,0.0004310431,0.000024400968,0.0005547109,0.0003424511,0.00016035086,0.00017622276,0.017259112],"genre_scores_gemma":[0.99831146,0.00007751405,0.00042234443,0.0000014357055,0.000058002854,9.0362374e-7,0.0005365799,0.000040788025,0.000550959],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99861246,0.000096767275,0.0001693076,0.00029493077,0.0006072162,0.00021929095],"domain_scores_gemma":[0.9988147,0.00006839763,0.00013774386,0.0005519047,0.0003336747,0.00009358188],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00055681606,0.00026521043,0.00040903894,0.00023949367,0.00007305443,0.000008442416,0.00030631723,0.00032867157,0.00011474065],"category_scores_gemma":[0.000052689105,0.0003095059,0.00013833788,0.00017902159,0.00003848615,0.00022708758,0.000022939392,0.0002840146,0.00003672709],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0053896145,0.002298451,0.02678525,0.013141545,0.003803988,0.000107378844,0.010536088,0.37686965,0.14979039,0.0058451053,0.0074809855,0.39795154],"study_design_scores_gemma":[0.003859109,0.00081750803,0.8915426,0.0009911434,0.00074028684,0.000002386104,0.011496383,0.064163335,0.021847745,0.00032441216,0.00296753,0.0012475384],"about_ca_topic_score_codex":0.0002612175,"about_ca_topic_score_gemma":0.048704095,"teacher_disagreement_score":0.86475736,"about_ca_system_score_codex":0.00023524012,"about_ca_system_score_gemma":0.00007159191,"threshold_uncertainty_score":0.9999357},"labels":[],"label_agreement":null},{"id":"W6991276441","doi":"","title":"Fluvial erosion of St-Lawrence and Ottawa River valleys clays: erosion mechanics, critical shear stress and geotechnical properties","year":2022,"lang":"en","type":"dissertation","venue":"Open MIND","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Erosion; Fluvial; Internal erosion; Shear stress; Water erosion; Shear (geology)","score_opus":0.02019729774526827,"score_gpt":0.2586506067959809,"score_spread":0.23845330905071263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991276441","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.988972,0.0040322733,0.002108383,0.000052001913,0.0012321194,0.0009696921,0.00054015545,0.000053954842,0.0020394085],"genre_scores_gemma":[0.99623424,0.0004942302,0.0022796842,0.000002352013,0.000045833647,0.000045472687,0.00034925507,0.00006162734,0.0004873173],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986872,0.00004245744,0.00036903797,0.00038495378,0.0002817045,0.0002346237],"domain_scores_gemma":[0.9994848,0.00006523549,0.000042632837,0.00024796696,0.000052646283,0.00010676532],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00023562626,0.00027657495,0.0004122457,0.00008994529,0.00011753857,0.00008694645,0.00030874295,0.00028741205,0.0003636404],"category_scores_gemma":[0.00008518126,0.00026915007,0.000046498102,0.00008519983,0.000061904066,0.00017967964,0.00015937838,0.00051741174,0.0000063241914],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014783229,0.0011828074,0.00019280172,0.009080889,0.00052100676,0.000165898,0.022433914,0.11955852,0.6050343,0.0056534177,0.0040119956,0.23068613],"study_design_scores_gemma":[0.0052622054,0.0027571775,0.010183422,0.0152305495,0.0013037765,0.00011000263,0.008998294,0.6140023,0.30542624,0.0017382836,0.02897874,0.006008988],"about_ca_topic_score_codex":0.00009124804,"about_ca_topic_score_gemma":0.00006175539,"teacher_disagreement_score":0.49444377,"about_ca_system_score_codex":0.000049293656,"about_ca_system_score_gemma":0.000041363633,"threshold_uncertainty_score":0.9999761},"labels":[],"label_agreement":null},{"id":"W6991291040","doi":"","title":"The Global Dam Watch database of river barrier and reservoir information for large-scale applications","year":2024,"lang":"en","type":"article","venue":"Cronfa (Swansea University)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Agence Nationale de la Recherche; European Commission; Oak Ridge National Laboratory; National Socio-Environmental Synthesis Center; McGill University; European Regional Development Fund; World Bank Group; National Science Foundation","keywords":"Information system; Work (physics); Hydrology (agriculture); Field (mathematics); Data processing; Water resources","score_opus":0.004788757419658376,"score_gpt":0.19385173020557978,"score_spread":0.1890629727859214,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6991291040","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.034290712,0.0008283667,0.94190943,0.00033887048,0.00030813267,0.0005137074,0.0026917534,0.00044582895,0.018673172],"genre_scores_gemma":[0.99057704,0.0007823424,0.005056661,0.000017555822,0.000086933615,0.000014743432,0.00033134926,0.000024339115,0.0031090318],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9996214,0.000005841219,0.000085007574,0.00007776175,0.00006710037,0.00014287156],"domain_scores_gemma":[0.9996507,0.00005691335,0.000008793423,0.00018518961,0.0000414504,0.000056959445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009871198,0.00007236556,0.0000651847,0.00004591294,0.00012759317,0.0000372587,0.00013989767,0.000042775613,0.0000052654914],"category_scores_gemma":[0.0000076024107,0.000065988024,0.000037320882,0.00025268245,0.00004849471,0.00036596722,0.000048086127,0.00006640706,0.0000074053646],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028502438,0.00008387588,0.0025609096,0.005006758,0.0007739392,0.00002279196,0.007077246,0.09880306,0.001752173,0.73077756,0.09708932,0.055767354],"study_design_scores_gemma":[0.0001984573,0.000009147692,0.0003339467,0.000023055269,0.000029436358,0.000001463403,0.00037767546,0.059303053,0.00019927757,0.00018541215,0.93925965,0.00007940224],"about_ca_topic_score_codex":0.000009095918,"about_ca_topic_score_gemma":0.000027215525,"teacher_disagreement_score":0.9562863,"about_ca_system_score_codex":0.00006765786,"about_ca_system_score_gemma":0.000026811354,"threshold_uncertainty_score":0.26909134},"labels":[],"label_agreement":null},{"id":"W6996604740","doi":"","title":"Stability assessment of aging water-retaining earth fill dams","year":2020,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"De La Salle University","keywords":"Creep; Residual strength; Residual; Shear (geology); Deformation (meteorology); Instability; Shear strength (soil); Safety factor","score_opus":0.012366184497367897,"score_gpt":0.2026672197298557,"score_spread":0.19030103523248781,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6996604740","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9746583,0.00012621163,0.0063868067,0.00009157295,0.0005164291,0.00018974852,0.000072755,0.00030438614,0.017653782],"genre_scores_gemma":[0.9962525,0.00011012788,0.0028592637,0.0000018578082,0.00003241677,2.9765593e-7,0.00048961723,0.000040722443,0.00021320682],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9990395,0.000031129275,0.00016172574,0.00023964477,0.00028604316,0.00024199375],"domain_scores_gemma":[0.99941134,0.000037410646,0.00008112319,0.00029225126,0.00008996007,0.00008790803],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015955372,0.00023542842,0.00047527443,0.00013382582,0.00006956689,0.00001039387,0.00029333364,0.00017573475,0.000036675516],"category_scores_gemma":[0.000008853883,0.000286714,0.0001696303,0.00014449719,0.000031185995,0.00013008314,0.00005527277,0.00038280358,0.000011667156],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036925593,0.00054592977,0.08565498,0.044940285,0.0044754944,0.0004848752,0.044356238,0.49660924,0.27584448,0.003351026,0.0043371418,0.039031062],"study_design_scores_gemma":[0.0020126286,0.0003835096,0.4936288,0.0015993735,0.00074928586,0.0000043925147,0.092608824,0.288827,0.08139309,0.00007943069,0.03658047,0.0021332137],"about_ca_topic_score_codex":0.00025652882,"about_ca_topic_score_gemma":0.010231162,"teacher_disagreement_score":0.4079738,"about_ca_system_score_codex":0.0000936585,"about_ca_system_score_gemma":0.000038777263,"threshold_uncertainty_score":0.9999585},"labels":[],"label_agreement":null},{"id":"W7000163100","doi":"","title":"Editorial: A Military-Industrial-Communications-Complex in Canada?","year":2015,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Set (abstract data type); Identification (biology); Work (physics)","score_opus":0.34026583467290017,"score_gpt":0.49022647339637443,"score_spread":0.14996063872347426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7000163100","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76074797,0.07172079,0.0008345072,0.0009873261,0.12724505,0.0017454562,0.00044142464,0.00056143786,0.035716053],"genre_scores_gemma":[0.9907221,0.0041669738,0.00044765676,0.00005063726,0.0044067223,0.00004431604,0.00003382685,0.00007383576,0.000053927382],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.997754,0.00014087268,0.00083893194,0.00021960212,0.00063923013,0.00040740363],"domain_scores_gemma":[0.99814403,0.00024681105,0.00012395349,0.00092464505,0.00019327407,0.00036726808],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0011733323,0.00027978752,0.0006315964,0.00046443313,0.00006804983,0.00019038048,0.003209063,0.0001252694,0.0005654879],"category_scores_gemma":[0.0004014428,0.0002925294,0.00007929076,0.000925378,0.00004483026,0.0009953028,0.00055788946,0.000674243,0.000011118061],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000039935232,0.000049662834,0.041639626,0.00003565455,0.0000887415,0.000012449036,0.00012358281,0.066074714,0.0030436341,0.000023639881,0.88303053,0.005837835],"study_design_scores_gemma":[0.0016158506,0.0000075261164,0.120477535,0.0003911479,0.000046562498,0.000010434994,0.0002464886,0.020653648,0.0015559226,0.0011448833,0.85300016,0.00084981497],"about_ca_topic_score_codex":0.5351168,"about_ca_topic_score_gemma":0.23032795,"teacher_disagreement_score":0.30478883,"about_ca_system_score_codex":0.00087924156,"about_ca_system_score_gemma":0.000775225,"threshold_uncertainty_score":0.9999527},"labels":[],"label_agreement":null},{"id":"W7010706214","doi":"","title":"Investigation of the delayed slope instabilities in earth fill dams due to creep through the application of the time-dependent model for structured soils (TMS)","year":2024,"lang":"en","type":"dissertation","venue":"Mspace (University of Manitoba)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Creep; Slip (aerodynamics); Soil water; Viscoelasticity; Softening; Instability; Shear (geology); Core (optical fiber)","score_opus":0.009581432174324663,"score_gpt":0.1886165161554972,"score_spread":0.17903508398117254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7010706214","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9783234,0.00011726562,0.01883956,0.0003484306,0.00028575602,0.000998497,0.0002386253,0.000055942874,0.00079250627],"genre_scores_gemma":[0.9982435,0.000017937278,0.0009193504,0.000008654754,0.00001735378,0.0000066040598,0.0000956315,0.000030835145,0.00066014467],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992322,0.000033825785,0.00017390621,0.00017408452,0.00025411588,0.000131908],"domain_scores_gemma":[0.99925107,0.000068317495,0.00011589015,0.00044098828,0.00010257886,0.000021157746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014610631,0.00016899516,0.00025687038,0.00008167754,0.00007745079,0.000009170378,0.00051004905,0.00016614654,0.0000016993467],"category_scores_gemma":[0.000025147136,0.00013165447,0.00014279284,0.00030642544,0.000060400733,0.00009539695,0.0000696254,0.00023297941,0.0000023356629],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053080494,0.0000063636558,0.00013645706,0.00071675953,0.00008180501,1.8948803e-7,0.009414349,0.9788367,0.008595845,0.0012583755,0.0004389309,0.0004611075],"study_design_scores_gemma":[0.00032780963,0.000033392414,0.04062371,0.00031732407,0.00016238741,8.665967e-7,0.01580084,0.9313457,0.008251489,0.002489873,0.0004105009,0.00023609826],"about_ca_topic_score_codex":0.0011144091,"about_ca_topic_score_gemma":0.15295936,"teacher_disagreement_score":0.15184496,"about_ca_system_score_codex":0.00009196854,"about_ca_system_score_gemma":0.00006622009,"threshold_uncertainty_score":0.8624969},"labels":[],"label_agreement":null},{"id":"W7011041926","doi":"","title":"Making and Breaking the Rules: Women in Quebec, 1919-1939","year":2023,"lang":"en","type":"article","venue":"Project Muse (Johns Hopkins University)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Nucleofection; Gestational period; TSG101; Dysgeusia; Liquation; Diafiltration; Emperipolesis; Triacetin; Demotion","score_opus":0.01605469850276174,"score_gpt":0.20828602784109607,"score_spread":0.1922313293383343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7011041926","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78771085,0.0000062580375,0.0006618557,0.000103434846,0.00025425205,0.0002757778,0.00002125141,0.0012291765,0.20973714],"genre_scores_gemma":[0.98426324,0.015358,0.0001302912,0.00002260209,0.00005507909,0.0000049752575,0.000007844912,0.00004123752,0.000116757226],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99899983,0.000038143462,0.00011926272,0.00021057451,0.00011854158,0.00051364704],"domain_scores_gemma":[0.99956894,0.00010734227,0.000019574727,0.00023876871,0.000014177933,0.000051204977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023457498,0.00017950717,0.00017830534,0.004548495,0.00009678184,0.000055646524,0.0002469897,0.00008124811,0.000008764062],"category_scores_gemma":[0.000026179398,0.0001707077,0.000042443782,0.004938391,0.00003976428,0.00023765978,0.00013617272,0.0002503348,0.00003190555],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020896898,0.00014546077,0.008317116,0.0014783988,0.0006701147,0.0025029269,0.23386894,0.19614787,0.00028466742,0.0121898325,0.0020238217,0.5421619],"study_design_scores_gemma":[0.0004476493,0.000013881541,0.0040797847,0.00009311317,0.000012068984,0.000007626657,0.0023977878,0.03326446,0.000023276496,0.0000027264628,0.9593957,0.00026190924],"about_ca_topic_score_codex":0.024201524,"about_ca_topic_score_gemma":0.023791991,"teacher_disagreement_score":0.9573719,"about_ca_system_score_codex":0.0003377102,"about_ca_system_score_gemma":0.000053147534,"threshold_uncertainty_score":0.99402124},"labels":[],"label_agreement":null},{"id":"W7015422221","doi":"","title":"Time-dependent fragility assessment of aged concrete gravity dam subjected to seismic load-with application to a dam in Korea","year":2021,"lang":"en","type":"article","venue":"Scholarship@Western (Western University)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Fragility; Gravity dam; Reliability (semiconductor); Stiffness; Probabilistic logic; Finite element method; Nonlinear system","score_opus":0.021375116754320415,"score_gpt":0.2668437377750507,"score_spread":0.2454686210207303,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7015422221","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95389074,0.000018039182,0.04471468,0.00006445656,0.000092072514,0.00047389502,0.000091986854,0.00030056946,0.0003535859],"genre_scores_gemma":[0.9985505,0.000009383171,0.0005223832,0.00007653104,0.00002282548,0.0000079452075,0.0000684327,0.000053454703,0.00068854407],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99804497,0.00015965734,0.0003253183,0.000560824,0.00047315253,0.00043608082],"domain_scores_gemma":[0.99855936,0.000083336075,0.0000627854,0.0007626254,0.00021454721,0.00031734305],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00043732725,0.00032277533,0.00046959615,0.00036158026,0.000059755577,0.000069287766,0.00046436745,0.00016726725,0.000014420055],"category_scores_gemma":[0.00003441505,0.00038119618,0.00007839688,0.0010945252,0.000035778623,0.00040970993,0.00021687888,0.00054488925,0.000066467794],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012566696,0.00006840768,0.79148257,0.00021190371,0.000119081764,0.00028419873,0.000644204,0.11564742,0.090726644,0.000018273458,0.0000013958498,0.00067021477],"study_design_scores_gemma":[0.0010807117,0.00010620448,0.9755942,0.00019319703,0.000050028062,0.000016316055,0.00012082981,0.00025981048,0.021638883,0.000009008622,0.0004779783,0.00045282804],"about_ca_topic_score_codex":0.000024549854,"about_ca_topic_score_gemma":0.0017005326,"teacher_disagreement_score":0.18411161,"about_ca_system_score_codex":0.00076728594,"about_ca_system_score_gemma":0.00016467833,"threshold_uncertainty_score":0.999864},"labels":[],"label_agreement":null},{"id":"W7024519707","doi":"","title":"Response of the Confederation Bridge to Ice Action","year":2000,"lang":"en","type":"article","venue":"National Research Council Canada (Government of Canada)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Resources Canada","keywords":"Action (physics); Bridge (graph theory); Tower; Work (physics)","score_opus":0.06844557500130533,"score_gpt":0.26223163408771427,"score_spread":0.19378605908640895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7024519707","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.40477806,0.00008138025,0.0003106355,0.005901832,0.0005762016,0.0004502968,0.00049959176,0.000026190417,0.5873758],"genre_scores_gemma":[0.998048,0.000010174365,0.000033123117,0.00014932164,0.000037360234,0.000015718695,3.5823157e-7,0.000012522471,0.0016934146],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.92376137,0.00007198256,0.00020723908,0.000102251215,0.075634494,0.00022264283],"domain_scores_gemma":[0.9919048,0.00037737994,0.000021860655,0.00017138795,0.007409004,0.000115575065],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.008152056,0.000081735176,0.00009930372,0.0000205888,0.0001151161,0.000012253842,0.00020399908,0.00003369998,0.00017569124],"category_scores_gemma":[0.009115233,0.00007664937,0.000020113188,0.00020095301,0.000022897775,0.000051730338,0.00001732657,0.0001754631,2.4239728e-7],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":true,"study_design_scores_codex":[0.00033163518,0.000011696731,0.000016807156,0.000046233312,0.000032712393,0.000002542387,0.00004067041,0.25428486,0.028739085,0.0018853995,0.7123911,0.0022172984],"study_design_scores_gemma":[0.0002069687,0.000029215473,0.02367937,0.00003529297,0.0000024896378,0.0000021750948,0.00007035725,0.01908741,0.031813916,0.000029703582,0.92494404,0.00009907743],"about_ca_topic_score_codex":0.4113235,"about_ca_topic_score_gemma":0.97833467,"teacher_disagreement_score":0.59326994,"about_ca_system_score_codex":0.053742997,"about_ca_system_score_gemma":0.062008627,"threshold_uncertainty_score":0.9992314},"labels":[],"label_agreement":null},{"id":"W7024736588","doi":"","title":"Study of rock joints shear behavior : apparent cohesion implementation to gravity dam safety calculations","year":2020,"lang":"fr","type":"article","venue":"theses.fr (ABES)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cohesion (chemistry); Massif; Direct shear test; Shear strength (soil); Western europe","score_opus":0.043228482704584896,"score_gpt":0.3057911393687603,"score_spread":0.2625626566641754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7024736588","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9645774,0.0002587095,0.029474257,0.0008284296,0.00096649205,0.0018720308,0.00049359625,0.00031133098,0.0012177987],"genre_scores_gemma":[0.9977685,0.000055013184,0.0015516563,0.000044825265,0.00022461335,0.000104561754,0.00010312259,0.000089655696,0.00005803984],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99752676,0.00014476622,0.0008516122,0.0004435331,0.0005172316,0.00051611365],"domain_scores_gemma":[0.9987643,0.00010679293,0.000099848425,0.0004939751,0.000112101676,0.00042303078],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00032258144,0.0003940499,0.00056231895,0.00013267773,0.00014254155,0.00004130584,0.00028793214,0.00013057358,0.0005531462],"category_scores_gemma":[0.00007851011,0.00044081782,0.00015121876,0.0006012136,0.000019211619,0.0001966935,0.00018883834,0.00033611764,0.0003979015],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001029072,0.0013423855,0.03081615,0.00046774276,0.00030593766,0.000046324654,0.047559988,0.87732464,0.009245771,0.0033579275,0.0008494867,0.028580755],"study_design_scores_gemma":[0.0045812204,0.0022216844,0.8364148,0.0004397469,0.0013306203,0.000019987652,0.03522145,0.0669733,0.011833787,0.000079333906,0.039176825,0.0017072561],"about_ca_topic_score_codex":0.0029024552,"about_ca_topic_score_gemma":0.0004078881,"teacher_disagreement_score":0.8103513,"about_ca_system_score_codex":0.00028676636,"about_ca_system_score_gemma":0.00004196675,"threshold_uncertainty_score":0.9998044},"labels":[],"label_agreement":null},{"id":"W7026712344","doi":"","title":"Análise sobre a Política Nacional de Segurança de Barragens com ênfase nos critérios de monitoramento/instrumentação","year":2021,"lang":"en","type":"dissertation","venue":"Institutional Repository of the Federal Technological University of Paraná (RIUT) (Federal University of Technology – Paraná)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Legislation; Work (physics); Control (management); Current (fluid)","score_opus":0.007111000639122433,"score_gpt":0.19576055414855023,"score_spread":0.1886495535094278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026712344","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98837036,0.0007758053,0.00405469,0.00089457276,0.0004493004,0.00043056253,0.00023556911,0.00068404595,0.004105096],"genre_scores_gemma":[0.9919018,0.00047543188,0.005710692,0.000015111627,0.000027864386,0.0000012430011,0.00011688769,0.000030644333,0.0017203006],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9975819,0.000120755576,0.0004928703,0.00056985853,0.00054967846,0.0006849503],"domain_scores_gemma":[0.99837184,0.00009506791,0.00036955674,0.00068209524,0.00029042043,0.000190993],"candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.00021695142,0.00055392145,0.00095876446,0.00054262544,0.0011405133,0.000027022072,0.0016868651,0.0018801616,0.00006435414],"category_scores_gemma":[0.000119291784,0.0006345689,0.0006955562,0.00063401164,0.0017882226,0.00018929095,0.00031075202,0.0014876099,0.000005922988],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0041343626,0.0029419586,0.024642037,0.004405521,0.005345018,0.0058313925,0.0031197523,0.19260351,0.67766523,0.06205713,0.0033638873,0.013890187],"study_design_scores_gemma":[0.01966161,0.001850801,0.116378404,0.009926974,0.0033086576,0.0045857583,0.05630192,0.061646692,0.6347722,0.01563301,0.06865062,0.0072833784],"about_ca_topic_score_codex":0.00048375045,"about_ca_topic_score_gemma":0.0001953399,"teacher_disagreement_score":0.13095683,"about_ca_system_score_codex":0.0010171825,"about_ca_system_score_gemma":0.00079962146,"threshold_uncertainty_score":0.99961054},"labels":[],"label_agreement":null},{"id":"W7026799217","doi":"","title":"Análisis de estabilidad de una presa de enrocado de gran altura con pantalla de concreto","year":2018,"lang":"en","type":"dissertation","venue":"renati","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Work (physics); Stability (learning theory); Current (fluid); Embankment dam; Limit (mathematics); Upstream (networking)","score_opus":0.004324963154168613,"score_gpt":0.23000948587241338,"score_spread":0.22568452271824477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7026799217","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97030085,0.0013767324,0.011290128,0.00002452604,0.00046422266,0.0002746442,0.00011779535,0.0008709354,0.015280145],"genre_scores_gemma":[0.9891175,0.0008663022,0.007138631,0.000056649333,0.00038174063,0.00008871422,0.00069923117,0.00020289126,0.0014483547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982008,0.000069640366,0.0003601887,0.0003113009,0.00019733983,0.00086077076],"domain_scores_gemma":[0.99899465,0.00016279133,0.00007555781,0.00037370127,0.00008121916,0.0003120524],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004375849,0.00044087847,0.00042472588,0.00016308413,0.000088490015,0.0000962156,0.00036603547,0.0006499776,0.00010625694],"category_scores_gemma":[0.00024768524,0.00048603452,0.00016416104,0.00019471718,0.000031125128,0.00008973833,0.000017934626,0.00056356844,0.000032480846],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057472376,0.00023916697,0.011768773,0.016440207,0.0026475803,0.00063322834,0.07569383,0.3931428,0.3677566,0.0039909887,0.06049334,0.06661875],"study_design_scores_gemma":[0.002769813,0.0003683495,0.068581305,0.0042405413,0.00086729403,0.00044139315,0.0034108781,0.5258526,0.31193534,0.0023823725,0.07473017,0.004419924],"about_ca_topic_score_codex":0.00037138714,"about_ca_topic_score_gemma":0.00031431645,"teacher_disagreement_score":0.13270983,"about_ca_system_score_codex":0.0008263409,"about_ca_system_score_gemma":0.00029119436,"threshold_uncertainty_score":0.99975914},"labels":[],"label_agreement":null},{"id":"W7034234958","doi":"","title":"Sustainable Housing Design Considerations For Turkey","year":2019,"lang":"en","type":"book","venue":"Hacettepe University Institutional Repository (hacettepe.edu.tr)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Sustainable living; Renewable energy; Standard of living; Turkish; Population; Sustainable city; Sustainable development; Sustainable design","score_opus":0.014343397462316302,"score_gpt":0.18065291350246615,"score_spread":0.16630951604014985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7034234958","genre_codex":"other","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"other","genre_consensus":"other","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0015200279,0.0017548194,0.3171793,0.0006556018,0.0065561696,0.0038010674,0.0006997385,0.0028827498,0.66495055],"genre_scores_gemma":[0.03353323,0.00016807226,0.01611556,0.0003212555,0.0016433538,0.00003506767,0.0006712744,0.00029203927,0.94722015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9964925,0.00010606481,0.0006369973,0.00094880565,0.00073022454,0.001085402],"domain_scores_gemma":[0.997061,0.0007199294,0.00023198599,0.0009232803,0.0006953735,0.00036844247],"candidate_categories":["metaepi_narrow","sts"],"consensus_categories":[],"category_scores_codex":[0.00040447095,0.00097216014,0.0009419236,0.0007860325,0.0016953897,0.00027592553,0.00058171095,0.001070363,0.000091610855],"category_scores_gemma":[0.0001941316,0.0012466065,0.00056635315,0.00027585664,0.000377731,0.0007797409,0.00018925632,0.0012354495,0.00017657467],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008088537,0.00005355401,0.000008563665,0.00069459405,0.00052066357,0.00085442653,0.00021782867,0.603471,0.0007224638,0.044683293,0.3486187,0.00007405339],"study_design_scores_gemma":[0.0018362527,0.00013029433,0.00003675438,0.0005154921,0.0005640754,0.00038770892,0.00026405888,0.0346351,0.0010247568,0.0011465389,0.95766646,0.0017925379],"about_ca_topic_score_codex":0.000069233196,"about_ca_topic_score_gemma":0.000013330135,"teacher_disagreement_score":0.6090477,"about_ca_system_score_codex":0.004053421,"about_ca_system_score_gemma":0.0028066796,"threshold_uncertainty_score":0.99976987},"labels":[],"label_agreement":null},{"id":"W7042872956","doi":"","title":"Probabilistic standardized dam failure hydrograph","year":2023,"lang":"en","type":"article","venue":"PolyPublie (École Polytechnique de Montréal)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Dam failure; Dam removal; Limiting","score_opus":0.006464633380236286,"score_gpt":0.20285070793356405,"score_spread":0.19638607455332777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042872956","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.45143405,0.001369258,0.5073991,0.0020793448,0.0008227387,0.0015769048,0.00037787377,0.030528525,0.004412241],"genre_scores_gemma":[0.9811715,0.00029822564,0.016779259,0.00012491165,0.00015727976,0.0005970232,0.00010349349,0.00018324281,0.0005850837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9978598,0.000043086737,0.00042227242,0.0003551648,0.0003765483,0.0009431319],"domain_scores_gemma":[0.9986734,0.00010496462,0.00004227548,0.00079404964,0.000060341474,0.00032497456],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00055470655,0.00040022907,0.0004084338,0.00059500267,0.00014957765,0.00013563377,0.0004254441,0.0002718511,0.000042720792],"category_scores_gemma":[0.00014176313,0.0004175539,0.00021916049,0.0014984988,0.000062643856,0.00020466349,0.00010093133,0.00047988596,0.00012338761],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004424524,0.000069579284,0.002818736,0.00030852586,0.0001996879,0.00018146224,0.00036355437,0.90237325,0.013351256,0.011106753,0.05015653,0.019026443],"study_design_scores_gemma":[0.00079358846,0.000087714805,0.013227827,0.00010598686,0.000052774645,0.0000727641,0.000093718285,0.9191264,0.004510211,0.0029914905,0.058050133,0.00088737445],"about_ca_topic_score_codex":0.00026176445,"about_ca_topic_score_gemma":0.00044497888,"teacher_disagreement_score":0.5297375,"about_ca_system_score_codex":0.00030794408,"about_ca_system_score_gemma":0.000062819476,"threshold_uncertainty_score":0.9998276},"labels":[],"label_agreement":null},{"id":"W7042927530","doi":"","title":"Research needs for improved dam safety risk management of internal erosion: (Abstract)","year":2017,"lang":"en","type":"article","venue":"Research Repository (Delft University of Technology)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia; BC Hydro (Canada)","funders":"","keywords":"Internal erosion; Levee; Hydropower; Hydroelectricity; Flood myth; Erosion; Flood control; Embankment dam; Erosion control","score_opus":0.025436737516962304,"score_gpt":0.2855676153149191,"score_spread":0.2601308777979568,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7042927530","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9436604,0.00045889654,0.011066665,0.00029013466,0.00038797458,0.0008385428,0.00008693508,0.0004139361,0.042796534],"genre_scores_gemma":[0.9903755,0.00088999217,0.006058056,2.2591611e-7,0.00003662061,0.0000033504011,0.0000031387146,0.000025060668,0.0026080615],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998453,0.0000418094,0.00025632387,0.00026437305,0.00043188615,0.0005525753],"domain_scores_gemma":[0.9978919,0.00013287438,0.00010308582,0.0012431464,0.00052095804,0.000108032495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001638643,0.00013632781,0.0002837644,0.0010260075,0.00089798035,0.000033960063,0.0016721771,0.0002982042,0.000009218536],"category_scores_gemma":[0.00010407197,0.00015713737,0.00012907248,0.00040109595,0.0008348994,0.0001863101,0.000682558,0.0009841018,0.000007077054],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003141993,0.0009846621,0.013040929,0.006624717,0.003562961,0.0006754666,0.0012003259,0.020583984,0.6449402,0.05623675,0.019773826,0.2292342],"study_design_scores_gemma":[0.009912786,0.002457536,0.16505605,0.0034120686,0.00028190346,0.0000725782,0.021488825,0.14132452,0.4064629,0.004876827,0.24310422,0.0015497713],"about_ca_topic_score_codex":0.00033828136,"about_ca_topic_score_gemma":0.000011342787,"teacher_disagreement_score":0.23847726,"about_ca_system_score_codex":0.00024793847,"about_ca_system_score_gemma":0.000046529167,"threshold_uncertainty_score":0.6906629},"labels":[],"label_agreement":null},{"id":"W7071659209","doi":"","title":"Statistical analysis of monitoring data for Daniel Johnson dam","year":2003,"lang":"en","type":"dissertation","venue":"eScholarship@McGill (McGill)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Principal component analysis; Statistical analysis; Component (thermodynamics); Arch dam; Statistical model; Visualization; Safety monitoring; Process (computing)","score_opus":0.025668095607317667,"score_gpt":0.26890720295224113,"score_spread":0.24323910734492346,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7071659209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.82333344,0.0024265111,0.0009018134,0.0000036590454,0.009029082,0.0016182691,0.082299955,0.0015432043,0.07884405],"genre_scores_gemma":[0.950779,0.00097406673,0.018809577,0.000010165589,0.00010368018,0.00016123035,0.024450744,0.00048745802,0.0042240387],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9967121,0.00007762251,0.0010479797,0.00088864774,0.00059157296,0.0006820825],"domain_scores_gemma":[0.997125,0.00046808965,0.0002129299,0.001687232,0.00023367308,0.0002730538],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000766392,0.0007017923,0.0012397888,0.0007895225,0.00025622902,0.000053809552,0.0010110879,0.00064390234,0.00007387982],"category_scores_gemma":[0.0007989402,0.0008164525,0.00034122122,0.0010929488,0.000024198585,0.00042682682,0.00007988239,0.0009107594,0.000020150961],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067054905,0.0008468412,0.00045439578,0.011958828,0.033155724,0.00014261047,0.00005159709,0.2888811,0.1275595,0.12447567,0.0008120713,0.41099113],"study_design_scores_gemma":[0.0042444416,0.000517581,0.020173771,0.0020890427,0.029115349,0.000022173557,0.0007603279,0.12113353,0.1601213,0.0051666773,0.6483508,0.008305041],"about_ca_topic_score_codex":0.00007046817,"about_ca_topic_score_gemma":0.00018253247,"teacher_disagreement_score":0.64753866,"about_ca_system_score_codex":0.0003429023,"about_ca_system_score_gemma":0.000028247061,"threshold_uncertainty_score":0.99942863},"labels":[],"label_agreement":null},{"id":"W7084574137","doi":"10.1007/978-3-031-95288-3_36","title":"Long-Term Identification and Monitoring of Structural Modes in an Operating Hydroelectric Dam","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Energie NB Power (Canada); University of New Brunswick","funders":"","keywords":"Hydroelectricity; Identification (biology); Structural health monitoring; Hydropower; Modal; Maintenance actions; Safety monitoring; Hydraulic structure","score_opus":0.007773236487703863,"score_gpt":0.22202071085721378,"score_spread":0.21424747436950992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7084574137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69606143,0.024779286,0.26932457,0.00002268777,0.0021040489,0.0010744077,0.000075550975,0.0011626801,0.005395319],"genre_scores_gemma":[0.9974995,0.00038445834,0.0015558648,0.000001816268,0.00017361164,0.000019419109,0.000047664405,0.000119599674,0.00019801478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983772,0.000008739088,0.0006455824,0.00040306177,0.00019626846,0.0003691401],"domain_scores_gemma":[0.9992853,0.00017104129,0.00005914315,0.00038012574,0.000037259255,0.000067156136],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00016085568,0.00050961593,0.0005841246,0.0008787742,0.000026738588,0.00006181429,0.00024217012,0.0004350325,0.000009099004],"category_scores_gemma":[0.00008794955,0.0005925479,0.00006734404,0.00022207998,0.000019449019,0.00020535267,0.00005315448,0.0009068679,6.294023e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000032307892,0.0000034275517,0.0045771925,0.00098189,0.00003793683,0.000015774225,0.0002463929,0.9654541,0.01244924,0.00037082582,4.1024347e-7,0.015859582],"study_design_scores_gemma":[0.0003340172,0.000032274034,0.025893584,0.0020227614,0.00004014474,0.000013940156,0.0000024407643,0.9605693,0.009919279,0.00042009496,0.000013000405,0.0007391236],"about_ca_topic_score_codex":0.000017948234,"about_ca_topic_score_gemma":0.00023783286,"teacher_disagreement_score":0.3014381,"about_ca_system_score_codex":0.00023849322,"about_ca_system_score_gemma":0.00002363195,"threshold_uncertainty_score":0.99965256},"labels":[],"label_agreement":null},{"id":"W7096164377","doi":"","title":"An experimental procedure to study the impact of animal burrows on existing levee structures","year":2012,"lang":"en","type":"article","venue":"Research Repository (Delft University of Technology)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Queen's University","keywords":"Levee; Burrow; Centrifuge; Crest; Enclosure; Settlement (finance)","score_opus":0.04673562379965848,"score_gpt":0.33820514379146754,"score_spread":0.29146951999180903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7096164377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974219,0.00017010866,0.00006882398,0.00001750041,0.000045404857,0.0003287438,0.0000061468054,0.00022626872,0.0017150756],"genre_scores_gemma":[0.99939734,0.0000023955727,0.00049658486,3.469472e-7,0.00003959675,0.0000016042837,7.777492e-7,0.000017336086,0.00004404029],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989646,0.000058940914,0.00012328867,0.00016296897,0.00031615424,0.00037401868],"domain_scores_gemma":[0.99923956,0.00004020067,0.00002830479,0.0004762835,0.00010125023,0.00011437686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003462404,0.00012679442,0.00017804811,0.000415349,0.00022559473,0.000009189301,0.000580892,0.0001214219,0.000009569921],"category_scores_gemma":[0.000047400423,0.00010623914,0.00006328829,0.0005145351,0.00015286717,0.00012014326,0.00013367242,0.00043646575,0.0000032180096],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021974627,0.0005232708,0.014303487,0.000040642626,0.00021137128,0.000034448603,0.0035453183,0.02105311,0.9575442,0.0010977137,0.0004041767,0.0010225007],"study_design_scores_gemma":[0.0008263144,0.005857898,0.30265594,0.00008003178,0.000031664087,0.000060513335,0.034072254,0.007769619,0.6479295,0.00004506046,0.00028052376,0.0003906857],"about_ca_topic_score_codex":0.00013663528,"about_ca_topic_score_gemma":0.0000015453725,"teacher_disagreement_score":0.3096147,"about_ca_system_score_codex":0.00019425395,"about_ca_system_score_gemma":0.0000323446,"threshold_uncertainty_score":0.43323064},"labels":[],"label_agreement":null},{"id":"W7115733210","doi":"10.71846/18-wcee-0978","title":"ENHANSING EARTH DAM SEISMIC PERFORMANCE ASSESSMENT WITH ENERGY-BASED APPROACH","year":2025,"lang":"en","type":"article","venue":"World Conference of Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Pore water pressure; Finite element method; Nonlinear system; Lateral earth pressure; Effective stress; Deformation (meteorology); Constitutive equation; Reliability (semiconductor); Earth (classical element)","score_opus":0.010632785925922376,"score_gpt":0.18758162168068263,"score_spread":0.17694883575476025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7115733210","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17514265,0.00014656434,0.79588884,0.000030937237,0.00027889994,0.00011750942,0.0000071850095,0.0005915449,0.02779589],"genre_scores_gemma":[0.96973115,0.000027673921,0.029253412,0.00002287718,0.000036360776,0.000039398263,0.000025507064,0.000051892555,0.00081174227],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986256,0.000012995093,0.00036842295,0.000284366,0.00025343552,0.000455181],"domain_scores_gemma":[0.99925226,0.00006849627,0.000040298586,0.00044791863,0.00009152039,0.00009953617],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00015557406,0.000358824,0.00041548602,0.0005305614,0.000055137738,0.00006338198,0.00026095018,0.00007609273,0.000025769774],"category_scores_gemma":[0.000008010295,0.0003586891,0.0000764794,0.00081918173,0.00004222248,0.00018125787,0.000030694115,0.00034732808,0.0000028597542],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009082116,0.00002482682,0.0003985005,0.00043711645,0.00007801011,0.0000027079695,0.000035080397,0.9746515,0.0026813971,0.005391592,0.00003459577,0.016255554],"study_design_scores_gemma":[0.00046637096,0.000042676096,0.015852872,0.00056193146,0.00003082236,0.000002719185,0.000013560733,0.96445566,0.012006056,0.000008511248,0.0061898455,0.00036895377],"about_ca_topic_score_codex":0.000011394749,"about_ca_topic_score_gemma":0.000016634307,"teacher_disagreement_score":0.7945885,"about_ca_system_score_codex":0.000050787137,"about_ca_system_score_gemma":0.00012924086,"threshold_uncertainty_score":0.9998865},"labels":[],"label_agreement":null},{"id":"W7116729764","doi":"10.18280/mmep.121133","title":"Artificial Neural Network Model for Predicting the Design of Cyclopean Concrete Dams in Water Harvesting and Planting Projects","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Artificial neural network; Rainwater harvesting; Sowing; Backpropagation","score_opus":0.04208115539363183,"score_gpt":0.22240880087997522,"score_spread":0.1803276454863434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116729764","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1270482,0.0011789256,0.8699609,0.00009506247,0.00022837165,0.0011653117,0.000009876796,0.0001973841,0.00011595562],"genre_scores_gemma":[0.90612197,0.00016529683,0.09323524,0.000009263082,0.000122054254,0.00015491321,0.000006868725,0.00010001824,0.000084379106],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9969419,0.00005034389,0.0012887733,0.00049742276,0.00019155156,0.0010299998],"domain_scores_gemma":[0.99821824,0.0012277253,0.00008556583,0.00029931945,0.000053200234,0.00011594264],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0023417436,0.00054452603,0.0008026698,0.00019691246,0.0002236577,0.00019140336,0.00023083382,0.00025333857,8.948426e-7],"category_scores_gemma":[0.00019769864,0.0004183883,0.00009595932,0.00026988503,0.00009051968,0.00018224677,0.00015723301,0.00066263066,5.017176e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035037818,0.000011354006,0.00003283186,0.006248303,0.00010399306,0.0000018064916,0.004979859,0.9789792,0.0019041309,0.0066614435,0.000005815666,0.0010362336],"study_design_scores_gemma":[0.00038864507,0.000052748655,0.0000052356227,0.0038202927,0.00013375432,0.000011948963,0.00011060091,0.9882954,0.0005122757,0.0062375786,0.000015316064,0.00041622433],"about_ca_topic_score_codex":0.000020771633,"about_ca_topic_score_gemma":0.0000011323503,"teacher_disagreement_score":0.7790738,"about_ca_system_score_codex":0.0000434157,"about_ca_system_score_gemma":0.000028862038,"threshold_uncertainty_score":0.9998268},"labels":[],"label_agreement":null},{"id":"W7116964948","doi":"10.3390/buildings16010055","title":"Study on the Influence Mechanism of Load on the Mechanical Properties of Concrete Under Stress–Seepage–Chemical Coupling","year":2025,"lang":"en","type":"article","venue":"Buildings","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Acceleration; Elastic modulus; Modulus; Coupling (piping); Erosion; Work (physics); Degradation (telecommunications); Durability","score_opus":0.016175830374506397,"score_gpt":0.21709623722235957,"score_spread":0.20092040684785317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116964948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99703914,0.00006940133,0.0016687226,0.00026586995,0.000119201606,0.00030812915,0.000006674046,0.000112609494,0.00041026183],"genre_scores_gemma":[0.9997296,0.000012852612,0.00006916059,0.000089282534,0.000015427431,0.000032985234,2.9700038e-7,0.000019731113,0.00003071367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990749,0.000017882212,0.00027787618,0.00015633952,0.00029596314,0.00017705941],"domain_scores_gemma":[0.9992124,0.00027984756,0.000038690832,0.00037695243,0.000067983216,0.000024138351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003830745,0.00016226133,0.0002203463,0.000043392916,0.000048301543,0.000017103443,0.00037155105,0.00007068779,0.0000069827374],"category_scores_gemma":[0.0002100449,0.00009427211,0.00006541829,0.00018979583,0.00005244823,0.00002931121,0.000080509584,0.00029278468,0.0000038388007],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041398096,0.00002909032,0.000024460049,0.000085850785,0.00014681404,0.000001418252,0.0005310606,0.11854489,0.71845603,0.16199006,0.00010284741,0.00004608729],"study_design_scores_gemma":[0.0002984799,0.00009915569,0.00019297718,0.0005665305,0.00004196771,6.3831703e-7,0.0010835776,0.03283077,0.9639135,0.0007738308,0.000058905352,0.0001396498],"about_ca_topic_score_codex":0.000023719718,"about_ca_topic_score_gemma":8.3696284e-7,"teacher_disagreement_score":0.24545749,"about_ca_system_score_codex":0.000058937567,"about_ca_system_score_gemma":0.000025362491,"threshold_uncertainty_score":0.3844305},"labels":[],"label_agreement":null},{"id":"W7125155822","doi":"10.18280/mmep.121204","title":"Effect of Lime and Fly Ash Soil Treatment on Pore Water Pressure Response in Earth Dams under Rapid Drawdown","year":2025,"lang":"","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"","funders":"","keywords":"Drawdown (hydrology); Lime; Pore water pressure; Fly ash; Earth (classical element); Lateral earth pressure","score_opus":0.00928561717930402,"score_gpt":0.21382865202685414,"score_spread":0.20454303484755013,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7125155822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7643955,0.0046236822,0.2286275,0.0002081435,0.0002782233,0.0008745255,0.00002560036,0.00028925325,0.0006775651],"genre_scores_gemma":[0.99601346,0.0008303528,0.0018789194,0.0000069266985,0.000036521713,0.00010466819,0.000013653905,0.00010741733,0.0010080762],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9973492,0.00012245432,0.0008796286,0.00059197133,0.00025662762,0.0008000889],"domain_scores_gemma":[0.99820685,0.0010141311,0.00004176818,0.0004915296,0.000029726767,0.00021601692],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00135546,0.0007777565,0.0011656599,0.00049438,0.00007989637,0.00011298642,0.0001561854,0.00041659368,0.000018248254],"category_scores_gemma":[0.00006149289,0.00059347815,0.00015719469,0.00026161745,0.00008047774,0.00011168094,0.000091279086,0.0005410708,0.000008562907],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004868398,0.00014755556,0.0000074309983,0.007529879,0.00035288226,0.000012956828,0.0018918103,0.9796915,0.0053168023,0.0023457184,0.00000405042,0.0022125843],"study_design_scores_gemma":[0.0018240922,0.001369507,0.00003577469,0.003742507,0.00025467243,0.000014932281,0.000021709579,0.9694155,0.021262707,0.0009755306,0.00057131815,0.00051177136],"about_ca_topic_score_codex":0.000018298131,"about_ca_topic_score_gemma":8.8694594e-7,"teacher_disagreement_score":0.23161796,"about_ca_system_score_codex":0.00007939014,"about_ca_system_score_gemma":0.00002385618,"threshold_uncertainty_score":0.9996517},"labels":[],"label_agreement":null},{"id":"W7143490869","doi":"10.70675/93431486zc962z4b9ezb451z7f55683209ab","title":"Interfaces fragiles des ouvrages hydrauliques : morphologie et comportement mécanique","year":2010,"lang":"","type":"dissertation","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Statistical analysis; Earth crust; Rail transportation; Main river","score_opus":0.016230290139385217,"score_gpt":0.2818254192322214,"score_spread":0.26559512909283617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7143490869","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8562863,0.004822463,0.04627345,0.000330706,0.0068418467,0.0009447056,0.000138641,0.002087138,0.082274765],"genre_scores_gemma":[0.9652953,0.007491105,0.016963879,0.000092402166,0.0001963931,0.0001832811,0.0011311542,0.00027314946,0.008373313],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99638265,0.0001039874,0.0012786834,0.0008677659,0.00043996843,0.0009269137],"domain_scores_gemma":[0.99807066,0.00032138583,0.00022918156,0.0008274742,0.00023256458,0.00031875237],"candidate_categories":["metaepi_narrow","research_integrity","insufficient_payload"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0006442537,0.0013178039,0.0011157548,0.0004208748,0.00021629725,0.000297917,0.00081923994,0.0012516787,0.0027227502],"category_scores_gemma":[0.00017005621,0.0012828953,0.0003342016,0.000253496,0.00015308383,0.0004176637,0.00013319607,0.0023246906,0.00025694384],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000277796,0.0010593206,0.0026891707,0.010273908,0.0031246364,0.00036036893,0.018025227,0.37252492,0.46101412,0.012548003,0.0143763,0.10372622],"study_design_scores_gemma":[0.0016864236,0.000998834,0.055729438,0.0047422117,0.00068522344,0.00011641196,0.005493429,0.08951628,0.78984636,0.0062207375,0.03786131,0.00710333],"about_ca_topic_score_codex":0.00085792254,"about_ca_topic_score_gemma":0.0025057804,"teacher_disagreement_score":0.32883224,"about_ca_system_score_codex":0.00022438979,"about_ca_system_score_gemma":0.0001349014,"threshold_uncertainty_score":0.999977},"labels":[],"label_agreement":null},{"id":"W7145032110","doi":"","title":"盛土堤体の品質照査に向けた簡便で精度のよい現場透水試験法の提案","year":2005,"lang":"ja","type":"article","venue":"Institutional Repositories DataBase (IRDB)","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Permeameter; Infiltrometer; Levee; Permeability (electromagnetism); Hydraulic conductivity; Infiltration (HVAC); Hydraulics; Soil water","score_opus":0.010795665824791321,"score_gpt":0.22424021970918098,"score_spread":0.21344455388438965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7145032110","genre_codex":"other","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21967608,0.057764668,0.14802638,0.0061717434,0.124735765,0.002696262,0.01284233,0.008530825,0.41955596],"genre_scores_gemma":[0.9658557,0.00097163144,0.0162864,0.00018131617,0.009983738,0.000071111426,0.0014596144,0.00012958041,0.0050608837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9961451,0.00005651379,0.0010257228,0.00080956134,0.0010056831,0.0009573674],"domain_scores_gemma":[0.9975556,0.00018346876,0.00012478234,0.0013411182,0.0002592335,0.000535771],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00039671484,0.00075615005,0.0005660773,0.00026153072,0.00071495393,0.00034805312,0.00068013894,0.00035234,0.00037389668],"category_scores_gemma":[0.00036435516,0.00083712407,0.00027353552,0.000619116,0.0003530329,0.0017485355,0.00030310728,0.0009170512,0.0018760901],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028466154,0.00087475305,0.001123048,0.0015725801,0.0012721688,0.0013966052,0.0014921481,0.58176756,0.030013826,0.22132702,0.14134587,0.017529763],"study_design_scores_gemma":[0.00084027706,0.000054029264,0.001638174,0.0006447571,0.00014525464,0.0005787505,0.000072141236,0.029980494,0.007485565,0.000041626154,0.9574478,0.0010711275],"about_ca_topic_score_codex":0.000267613,"about_ca_topic_score_gemma":0.00007660092,"teacher_disagreement_score":0.8161019,"about_ca_system_score_codex":0.0009892675,"about_ca_system_score_gemma":0.00043525553,"threshold_uncertainty_score":0.99940795},"labels":[],"label_agreement":null},{"id":"W7148897955","doi":"10.70675/43afd2c7z29d1z48bfza0d7z6ae2fabaeda3","title":"Etude du comportement au cisaillement d'une discontinuité rocheuse : application aux calculs de stabilité d'un barrage-poids avec prise en compte de la cohésion apparente","year":2020,"lang":"","type":"dissertation","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Western europe; Echelon formation; Concretion; Tile drainage","score_opus":0.0045823209452392705,"score_gpt":0.23720520855919028,"score_spread":0.232622887613951,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7148897955","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46711937,0.00054811774,0.52188694,0.0009479966,0.0007588277,0.0026945467,0.0001767153,0.0008785527,0.0049889004],"genre_scores_gemma":[0.9825615,0.0011979743,0.00862778,0.000081503036,0.0005061736,0.0011024212,0.004464887,0.0003747755,0.001082957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9930791,0.00046669008,0.0023649249,0.0014937521,0.0010481284,0.0015473622],"domain_scores_gemma":[0.9962752,0.00060593797,0.00048101618,0.0012907436,0.00024218435,0.0011049572],"candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0017821518,0.001642122,0.0015598977,0.0003427386,0.00043117825,0.00033138078,0.0011325548,0.00092431746,0.000629628],"category_scores_gemma":[0.00022798289,0.0017780815,0.00056006934,0.0006469284,0.00010995672,0.00025585174,0.0003060909,0.0016088804,0.00016273932],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086812954,0.0022473717,0.030263793,0.008767623,0.0031045831,0.00015694703,0.10903615,0.6183501,0.1551737,0.013540446,0.0019247736,0.056566395],"study_design_scores_gemma":[0.004964519,0.00045979576,0.11963775,0.0011260906,0.00115564,0.00004558332,0.005805917,0.790728,0.022832923,0.00043644567,0.04943795,0.003369428],"about_ca_topic_score_codex":0.0020823693,"about_ca_topic_score_gemma":0.00075493904,"teacher_disagreement_score":0.51544213,"about_ca_system_score_codex":0.0023651146,"about_ca_system_score_gemma":0.00060128584,"threshold_uncertainty_score":0.9996326},"labels":[],"label_agreement":null},{"id":"W7161799190","doi":"10.82308/10800","title":"Statistical analysis of monitoring data for Daniel Johnson dam","year":2003,"lang":"en","type":"dissertation","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Principal component analysis; Statistical analysis; Component (thermodynamics); Arch dam; Statistical model; Visualization; Safety monitoring; Process (computing)","score_opus":0.024799081378813488,"score_gpt":0.29703653723373297,"score_spread":0.2722374558549195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7161799190","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027436359,0.0019026977,0.90181834,0.0000040749264,0.004674916,0.00053271273,0.0065742545,0.00065411325,0.056402527],"genre_scores_gemma":[0.561507,0.0022543005,0.23719451,0.000008019106,0.0006165174,0.00018263573,0.14609681,0.0005688612,0.051571403],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990201,0.000006631946,0.0003563145,0.00025193035,0.00016541172,0.00019959905],"domain_scores_gemma":[0.999023,0.00014647514,0.00003817992,0.0006778351,0.000054866323,0.000059629892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014653208,0.0002076887,0.0004901357,0.00029934125,0.000019955174,0.000019002367,0.00030536467,0.00017866178,0.000062270585],"category_scores_gemma":[0.00009588038,0.00021521276,0.00009367486,0.00036139094,0.000004953403,0.00006449205,0.0000113237475,0.00014490278,0.0000027419994],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000119806806,0.0001761707,0.0013165749,0.006436953,0.019951021,0.000011352595,0.0005821614,0.8166894,0.0067837657,0.009081847,0.096341774,0.042509183],"study_design_scores_gemma":[0.00046058916,0.000052084415,0.018705705,0.00017077388,0.0069709946,6.3023066e-7,0.00047047052,0.9115107,0.005660459,0.00007277595,0.054906815,0.0010180111],"about_ca_topic_score_codex":0.000026591835,"about_ca_topic_score_gemma":0.00005441268,"teacher_disagreement_score":0.66462386,"about_ca_system_score_codex":0.000034273577,"about_ca_system_score_gemma":0.000020411857,"threshold_uncertainty_score":0.8776122},"labels":[],"label_agreement":null},{"id":"W7162092103","doi":"10.3997/2214-4609.202578002","title":"Distributed Fibre Optic Sensing (DFOS) for Dam Breach Verification (DBV)","year":2025,"lang":"","type":"article","venue":"","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Optical fiber; Noise (video); Structural health monitoring","score_opus":0.008846455124017931,"score_gpt":0.23012389541401404,"score_spread":0.2212774402899961,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7162092103","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010680171,0.00080273714,0.9733877,0.00063292636,0.0021633704,0.0006593342,0.0003062606,0.0008079638,0.010559512],"genre_scores_gemma":[0.9699179,0.00010442697,0.024282401,0.00004178274,0.0001946605,0.00002229974,0.00062839256,0.00007393089,0.0047342083],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9980411,0.00002477701,0.00063040346,0.000493543,0.00016105964,0.0006491036],"domain_scores_gemma":[0.9986882,0.00026475397,0.00004900053,0.0007009624,0.00015706394,0.00013999481],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00029850198,0.00042963738,0.00044369933,0.00019187406,0.00021097346,0.00017156599,0.00023508989,0.0003127599,0.00004824029],"category_scores_gemma":[0.00018334266,0.00049060397,0.00021997487,0.0006561224,0.00003819699,0.00018567078,0.000060737777,0.00029771627,0.000054432745],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011761301,0.00012447414,0.00008019576,0.0029580933,0.0007386446,0.000010212123,0.00028187674,0.8134799,0.016515024,0.033464484,0.019686805,0.112542674],"study_design_scores_gemma":[0.000877872,0.00004191427,0.0021350442,0.0003640603,0.00018242281,0.000009309212,0.000122031925,0.9264964,0.0058910097,0.00028253728,0.06309813,0.00049929443],"about_ca_topic_score_codex":0.000032918477,"about_ca_topic_score_gemma":0.000004175954,"teacher_disagreement_score":0.95923775,"about_ca_system_score_codex":0.00033051896,"about_ca_system_score_gemma":0.00008399067,"threshold_uncertainty_score":0.99975455},"labels":[],"label_agreement":null},{"id":"W779277730","doi":"","title":"4. Dam Safety Assurance (Requirement and Observations)","year":2004,"lang":"en","type":"article","venue":"Tunnelling and Underground Space Technology","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Hydropower; Engineering; Quarter (Canadian coin); Civil engineering; Commission; Safety standards; Forensic engineering; Geography; Business","score_opus":0.012698286641146144,"score_gpt":0.20277053221587205,"score_spread":0.1900722455747259,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W779277730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6209792,0.0048424397,0.36672252,0.0040158047,0.00030188583,0.00014769628,0.0000060403554,0.0018008758,0.00118353],"genre_scores_gemma":[0.9841942,0.0036904267,0.011835673,0.00003154081,0.00003406149,0.000011768921,0.000005138867,0.00003246129,0.0001647269],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9991863,0.000005130801,0.00019200346,0.00023016593,0.000083458865,0.00030298132],"domain_scores_gemma":[0.9996218,0.00004053143,0.000021966225,0.00022630695,0.000022741362,0.000066617766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000121959834,0.00018907916,0.00020773451,0.00015899751,0.00014040385,0.00003455823,0.00009606324,0.00018115107,0.0000031365303],"category_scores_gemma":[0.00002555603,0.00019841935,0.000020933398,0.00028247247,0.00010669152,0.00011543594,0.000035706646,0.00024069991,0.000007845397],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017789562,0.000055865836,0.0030410623,0.0003052394,0.00016364451,0.000030147634,0.00045608645,0.4915146,0.019371187,0.47592565,0.00021876393,0.008899965],"study_design_scores_gemma":[0.010880986,0.0009133353,0.056687575,0.0015732598,0.00032625094,0.0008822499,0.0044336705,0.24173516,0.018110184,0.5216296,0.13784307,0.0049847094],"about_ca_topic_score_codex":0.000023959621,"about_ca_topic_score_gemma":0.00005959974,"teacher_disagreement_score":0.363215,"about_ca_system_score_codex":0.00008292778,"about_ca_system_score_gemma":0.000014982472,"threshold_uncertainty_score":0.80913067},"labels":[],"label_agreement":null},{"id":"W876578966","doi":"10.1139/l10-034","title":"Évaluation de l’incertitude due au modèle de représentation du réservoir dans les analyses de rupture de barrageLe présent ouvrage fait partie d’une série d’articles publiés dans ce numéro spécial consacré au génie hydrotechnique.","year":2010,"lang":"fr","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":true,"route_about_ca":false,"ca_institutions":"Hydro-Québec","funders":"","keywords":"Humanities; Physics; Philosophy","score_opus":0.031422750205589906,"score_gpt":0.2509549813236983,"score_spread":0.2195322311181084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W876578966","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48684958,0.00057482487,0.50261736,0.0017009157,0.002483351,0.00019373144,0.00006450053,0.00014716014,0.0053686136],"genre_scores_gemma":[0.9745837,0.000101145044,0.021600321,0.000048981652,0.0032787337,0.00003816518,0.000023370321,0.00017580851,0.00014977767],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9963103,0.00015783863,0.0010390362,0.00034991003,0.0004171125,0.0017258003],"domain_scores_gemma":[0.9969445,0.00018720012,0.00025789827,0.00048793177,0.00023852529,0.0018839494],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0020273891,0.00058828015,0.0006281737,0.00065277464,0.0003739204,0.00030542063,0.0005982261,0.0005708624,0.0018585763],"category_scores_gemma":[0.0011360355,0.0007102613,0.000374491,0.0007060164,0.00015080307,0.00073259324,0.000033184937,0.0016889991,0.000007804905],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":true,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016225738,0.000040927953,0.011535983,0.00026499102,0.00027616782,0.0007396348,0.01611066,0.81404996,0.14456412,0.00043630222,0.010614765,0.0013502463],"study_design_scores_gemma":[0.00081247574,0.00011591812,0.043110818,0.00060894433,0.0004206598,0.0021313827,0.0013649118,0.8676858,0.074832015,0.0031094449,0.0049603833,0.00084723666],"about_ca_topic_score_codex":0.044926345,"about_ca_topic_score_gemma":0.29215422,"teacher_disagreement_score":0.48773414,"about_ca_system_score_codex":0.0041136174,"about_ca_system_score_gemma":0.0043782964,"threshold_uncertainty_score":0.9997094},"labels":[],"label_agreement":null}]}