{"meta":{"query_hash":"9dbde1d8b865","filters":{"venue":"Pipelines 2021"},"cohort_total":34,"direct_labels_cover":0,"predictions_cover":34,"exported":34,"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/9dbde1d8b865","api":"https://metacan.xera.ac/api/v1/cohort?venue=Pipelines+2021"},"results":[{"id":"W3187431020","doi":"10.1061/9780784483619.026","title":"New Bonnybrook Wastewater Treatment Plant Treated Effluent Outfall—Design, Contracting, and Construction Overview","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Hydrology and Sediment Transport Processes","field":"Environmental Science","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":"Outfall; Effluent; Diffuser (optics); Flood myth; Environmental science; Wastewater; Environmental engineering; Sewage treatment; Hydrology (agriculture); Engineering; Water resource management; Geography; Geotechnical engineering","score_opus":0.021484245157571913,"score_gpt":0.2371191405307024,"score_spread":0.2156348953731305,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3187431020","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98959225,0.0044009318,0.001779098,0.0017429397,0.00032499217,0.00033638062,0.000034537148,0.00006734334,0.0017215504],"genre_scores_gemma":[0.9729638,0.0064263744,0.008946426,0.0006445295,0.00028136454,0.000045208748,0.00024625935,0.00003544881,0.0104105985],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988349,0.00007305174,0.00026308707,0.00042001484,0.00014964571,0.00025927156],"domain_scores_gemma":[0.9995256,0.00007037935,0.00006729232,0.00017509195,0.000011064019,0.00015057414],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009723659,0.00020766146,0.00025950524,0.000020022668,0.000119349155,0.000034987173,0.00005990427,0.00010094526,0.007319954],"category_scores_gemma":[0.000018625571,0.00016262649,0.000055064113,0.00011485963,0.000083331695,0.00015757333,0.000032977994,0.00007911148,0.00024826187],"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":[0.0008036145,0.0010565876,0.56068903,0.00016945586,0.0005766038,0.0017438576,0.0031234934,0.0040284297,0.12925886,0.0003349529,0.009620913,0.2885942],"study_design_scores_gemma":[0.0063596587,0.00064617733,0.031567115,0.00019934762,0.000723574,0.0009624074,0.00050155073,0.004029854,0.5200809,0.0012657713,0.43251967,0.0011439751],"about_ca_topic_score_codex":0.0003874865,"about_ca_topic_score_gemma":0.00039321743,"teacher_disagreement_score":0.52912194,"about_ca_system_score_codex":0.000068161535,"about_ca_system_score_gemma":0.000040837207,"threshold_uncertainty_score":0.9935875},"labels":[],"label_agreement":null},{"id":"W3187891643","doi":"10.1061/9780784483626.036","title":"Trans Mountain Employs Extensive Risk Mitigation Measures for Trenchless Construction on Their New Pipeline Expansion","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"BP (Canada)","funders":"","keywords":"Trenchless technology; Pipeline (software); Directional drilling; Engineering; Pipeline transport; Civil engineering; Construction engineering; Drilling; Mechanical engineering","score_opus":0.011484240584534787,"score_gpt":0.2227143223914174,"score_spread":0.2112300818068826,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3187891643","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":[0.1254038,0.0016681469,0.86988485,0.0006465629,0.0013009371,0.00026448135,0.0001532734,0.0004243444,0.00025358037],"genre_scores_gemma":[0.9886787,0.0007912097,0.008759868,0.00008358663,0.0009581043,0.000037096397,0.0002289656,0.000069571615,0.00039288454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986705,0.000046445643,0.00038735138,0.00036326525,0.00021524075,0.0003171927],"domain_scores_gemma":[0.998997,0.00022424237,0.00004999397,0.0003381311,0.0002494206,0.00014123738],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012700174,0.00031361685,0.00033688435,0.00010470046,0.00012193757,0.00006746243,0.00011019525,0.00021304854,0.00006467391],"category_scores_gemma":[0.0003215227,0.00028689235,0.00019837961,0.00028117764,0.0000346405,0.00009725543,0.000011871117,0.00030611164,0.000006042615],"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":[0.000048139533,0.00003062837,0.000044193923,0.00008609828,0.000071560054,0.000008346036,0.00028248745,0.5763169,0.054868888,0.0008473574,0.004277264,0.36311817],"study_design_scores_gemma":[0.0041176775,0.00023051523,0.003117927,0.0004970948,0.00031531724,0.00016552728,0.0024552022,0.5767044,0.28432187,0.030097835,0.09627531,0.0017013522],"about_ca_topic_score_codex":0.0000546925,"about_ca_topic_score_gemma":0.00017042468,"teacher_disagreement_score":0.86327493,"about_ca_system_score_codex":0.000068396774,"about_ca_system_score_gemma":0.00006536466,"threshold_uncertainty_score":0.99995834},"labels":[],"label_agreement":null},{"id":"W3188074103","doi":"10.1061/9780784483626.050","title":"Tales from the East Brampton 1,050 mm Transmission Feedermain Condition Assessment","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Regional Municipality of Ottawa","funders":"","keywords":"Pipeline transport; Pipeline (software); Civil engineering; Forensic engineering; Environmental science; Computer science; Engineering; Environmental engineering; Mechanical engineering","score_opus":0.008306451704179875,"score_gpt":0.22981993201980874,"score_spread":0.22151348031562887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188074103","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":[0.17029798,0.00553658,0.81432325,0.0039222175,0.0013870114,0.0001902431,0.00014040104,0.0005682485,0.0036340489],"genre_scores_gemma":[0.99491227,0.00042352855,0.0034155846,0.00013570565,0.0004532577,0.000014986351,0.0003603109,0.000032698954,0.00025168856],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99910384,0.000038005423,0.00023059301,0.00020517399,0.00020793793,0.00021444354],"domain_scores_gemma":[0.999444,0.0001352131,0.000018692757,0.00027517191,0.000049546274,0.000077348355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000073100004,0.00018438854,0.0001756106,0.000021605076,0.000102536236,0.000103711085,0.00014098956,0.00012108237,0.00064770074],"category_scores_gemma":[0.000033557473,0.00013982687,0.000104919825,0.00017148333,0.000027622576,0.000076289965,0.000025589616,0.0002999339,0.000022752218],"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":[0.000015142929,0.000115103736,0.00049219397,0.00018735808,0.00026673445,0.00013782193,0.00053899066,0.5422251,0.25474235,0.0073183062,0.02526292,0.16869795],"study_design_scores_gemma":[0.0015276041,0.000041429368,0.047090728,0.00046487583,0.0001791542,0.00010683639,0.0011279078,0.5745952,0.030379884,0.018449701,0.3248407,0.0011959878],"about_ca_topic_score_codex":0.000042733238,"about_ca_topic_score_gemma":0.000038818813,"teacher_disagreement_score":0.8246143,"about_ca_system_score_codex":0.000039184182,"about_ca_system_score_gemma":0.000032049153,"threshold_uncertainty_score":0.7091869},"labels":[],"label_agreement":null},{"id":"W3188111539","doi":"10.1061/9780784483626.028","title":"Inglewood Sanitary Trunk—A Case Study in Using Today’s State of the Art Technologies to Provide Sewage Conveyance Capacity to Meet Tomorrow’s Needs","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Engineering; Upgrade; Civil engineering; Population; Environmental science; Computer science","score_opus":0.018359460807318703,"score_gpt":0.23160370039868472,"score_spread":0.213244239591366,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188111539","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99234563,0.0002946608,0.005643884,0.00048222276,0.00042295278,0.00045975338,0.000032998803,0.00022965707,0.00008825785],"genre_scores_gemma":[0.9963305,0.000008137864,0.003401748,0.0000589564,0.000040648614,0.000036194506,0.0000012785376,0.000035915138,0.00008659196],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986919,0.000049741568,0.00044227962,0.0002618087,0.00021092231,0.00034333428],"domain_scores_gemma":[0.9991256,0.00008508771,0.000034126846,0.00058190903,0.00010439146,0.000068900896],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018549,0.00024457034,0.00036328164,0.00021877838,0.000052150517,0.000039436538,0.00026264336,0.00009164302,0.000010550907],"category_scores_gemma":[0.00048003864,0.00020829549,0.00007001613,0.0014399796,0.00002794879,0.00008224394,0.00022878655,0.000282555,0.0000029723055],"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":[0.000009907047,0.000106287145,0.0015849322,0.0001445529,0.000045198853,0.0006373516,0.0024953175,0.94505024,0.044597417,0.000050554572,0.00040011355,0.0048781084],"study_design_scores_gemma":[0.0041166744,0.00078643614,0.013404374,0.001918046,0.00034318393,0.004664105,0.061988585,0.3653518,0.5232438,0.005708517,0.014292563,0.0041819117],"about_ca_topic_score_codex":0.0005324913,"about_ca_topic_score_gemma":0.0063398224,"teacher_disagreement_score":0.57969844,"about_ca_system_score_codex":0.00012522169,"about_ca_system_score_gemma":0.000049137037,"threshold_uncertainty_score":0.8494044},"labels":[],"label_agreement":null},{"id":"W3188233757","doi":"10.1061/9780784483626.044","title":"Lining Steel Watermains to Allow Expansion of Rail and LRT Lines in Calgary","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Underground infrastructure and sustainability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Computer science","score_opus":0.007024461406710275,"score_gpt":0.21965797710953583,"score_spread":0.21263351570282554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188233757","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99251306,0.0009158086,0.004976079,0.00027355304,0.00027256107,0.00009652578,0.000004470814,0.000033905275,0.0009140603],"genre_scores_gemma":[0.9945495,0.00023670564,0.0045325165,0.000115335235,0.00015591242,0.000008759955,0.000020836396,0.000020250982,0.00036016843],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9991063,0.000033906497,0.00033538105,0.00020366538,0.00010913831,0.0002116364],"domain_scores_gemma":[0.99949163,0.00007111386,0.000016223856,0.00021766983,0.00012801193,0.00007533261],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013567583,0.00013616755,0.00025498215,0.00008378699,0.000022873015,0.000022765762,0.000066816865,0.00008659345,0.000106417894],"category_scores_gemma":[0.00015359545,0.0001275423,0.00004147998,0.00024914584,0.000022078448,0.0001105497,0.000084994426,0.00013077259,0.0000033157708],"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":[0.00013799056,0.00017671913,0.17229356,0.002227802,0.00012156197,0.00048622,0.012424577,0.064327225,0.5142045,0.00058264623,0.004597088,0.22842008],"study_design_scores_gemma":[0.0040168813,0.00024520626,0.42109072,0.00085957744,0.00010629571,0.00011902492,0.012377292,0.21008438,0.26637948,0.0061775916,0.07650715,0.0020364015],"about_ca_topic_score_codex":0.000052208346,"about_ca_topic_score_gemma":0.00025362102,"teacher_disagreement_score":0.24879718,"about_ca_system_score_codex":0.000036937352,"about_ca_system_score_gemma":0.000052604322,"threshold_uncertainty_score":0.5201024},"labels":[],"label_agreement":null},{"id":"W3188474086","doi":"10.1061/9780784483602.016","title":"Smart and Automated Sewer Pipeline Defect Detection and Classification","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Infrastructure Maintenance and Monitoring","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":"Pipeline (software); Computer science; Programming language","score_opus":0.008384120614914104,"score_gpt":0.2217338635164306,"score_spread":0.21334974290151648,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188474086","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9611801,0.0031749294,0.030479923,0.00015274485,0.0017562822,0.00012378064,0.000008662718,0.00093560247,0.0021879647],"genre_scores_gemma":[0.99755484,0.0005425293,0.0012053784,0.000031884552,0.00041833366,0.000010024585,0.000016292393,0.000023125538,0.00019757132],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994133,0.000017653438,0.00015937882,0.00017961896,0.000071520466,0.00015849156],"domain_scores_gemma":[0.9996653,0.000029366758,0.000019047537,0.0001306545,0.0001044657,0.00005112622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007737789,0.00012056339,0.00012345477,0.000048534002,0.000059940423,0.00005363579,0.000024292305,0.00007944336,0.000021430016],"category_scores_gemma":[0.00007747663,0.00011754837,0.000028263323,0.00015603963,0.000020352703,0.0000988627,0.000025226482,0.00011295775,0.000013118495],"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":[0.00001596652,0.000014282775,0.00790979,0.00022821075,0.000059176517,0.00004049847,0.0003615341,0.0014674691,0.72942376,0.00009225955,0.004233539,0.2561535],"study_design_scores_gemma":[0.00054589886,0.00001554625,0.069361515,0.00008237378,0.00006603059,0.00016199137,0.00035693735,0.80581504,0.09331843,0.00015953153,0.029767143,0.00034954844],"about_ca_topic_score_codex":0.0000073831866,"about_ca_topic_score_gemma":0.000054427044,"teacher_disagreement_score":0.8043476,"about_ca_system_score_codex":0.000025584592,"about_ca_system_score_gemma":0.000010478291,"threshold_uncertainty_score":0.47934836},"labels":[],"label_agreement":null},{"id":"W3188663700","doi":"10.1061/9780784483602.018","title":"Evaluation of Public Private Partnership in Infrastructure Projects","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Public-Private Partnership Projects","field":"Business, Management and Accounting","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":"Stantec (Canada)","funders":"","keywords":"General partnership; Procurement; Public–private partnership; Plan (archaeology); Business; Public infrastructure; Private sector; Finance; Process management; Risk analysis (engineering); Engineering management; Engineering; Marketing; Economics; Economic growth","score_opus":0.10952096251309405,"score_gpt":0.31425832296185807,"score_spread":0.204737360448764,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188663700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9385481,0.0006147286,0.00010541773,0.002858142,0.0004736392,0.0005656922,0.0000025688403,0.000070094255,0.05676163],"genre_scores_gemma":[0.9974385,0.000018321727,0.0003812774,0.0005509233,0.0011012278,0.00007827678,0.00015845883,0.000035804347,0.0002372202],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.997067,0.00018384733,0.00057423755,0.0005039752,0.001176784,0.0004941558],"domain_scores_gemma":[0.997005,0.00006872426,0.00034495865,0.0005354703,0.00202189,0.00002397371],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0034149403,0.00024491825,0.00034210327,0.0005798646,0.00005867406,0.00031293047,0.00035496996,0.00014873999,0.0012248715],"category_scores_gemma":[0.005896729,0.00023856986,0.000095884054,0.0027319225,0.00006193441,0.0015215661,0.0003607207,0.00023259959,0.00014169446],"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":[0.00007239194,0.00074105343,0.7111587,0.0012235672,0.00017446536,0.00009410586,0.0007297047,0.0016979324,0.020623947,0.09012314,0.015809838,0.15755115],"study_design_scores_gemma":[0.008093301,0.000030694406,0.43195006,0.00065136486,0.00066282816,0.000029086981,0.0038545527,0.16877599,0.020413354,0.07221386,0.29126427,0.00206061],"about_ca_topic_score_codex":0.00006906866,"about_ca_topic_score_gemma":0.00065085693,"teacher_disagreement_score":0.27920863,"about_ca_system_score_codex":0.000113241505,"about_ca_system_score_gemma":0.0005699379,"threshold_uncertainty_score":0.99968815},"labels":[],"label_agreement":null},{"id":"W3188792054","doi":"10.1061/9780784483619.004","title":"Utility Coordination in Alternative Delivery Methods for Transportation Projects: Utility Responsibility Matrix and Design Development—Lessons Learned from Detailed Design Process and Construction","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Underground infrastructure and sustainability","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":"IBI Group (Canada)","funders":"","keywords":"Stakeholder; Integrated project delivery; Schedule; Project stakeholder; Process (computing); Process management; Project charter; General partnership; Project management; Engineering management; Engineering; Project management triangle; Risk analysis (engineering); Business; Computer science; Systems engineering; Finance; Economics; Management","score_opus":0.05902302174099535,"score_gpt":0.34534123342576817,"score_spread":0.28631821168477284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188792054","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":[0.42997375,0.0006819846,0.5684424,0.00013458624,0.000090165115,0.0005919828,0.00003247767,0.000044268425,0.000008400788],"genre_scores_gemma":[0.6743998,0.00008366627,0.32523504,0.000007716314,0.000028527922,0.000103558195,0.00010622131,0.000015724685,0.000019733025],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99776614,0.00064608693,0.0005752273,0.0006176936,0.00013175872,0.00026310227],"domain_scores_gemma":[0.99795824,0.001136388,0.0000854579,0.00020927735,0.0005342752,0.00007637966],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0014446526,0.000249791,0.000383053,0.000109644636,0.00012989144,0.00007804837,0.00007148573,0.00018134617,0.00005463359],"category_scores_gemma":[0.0010200167,0.0002604816,0.000042185617,0.0003794485,0.000114230694,0.00043369175,0.0000160605,0.00020753476,3.104373e-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":[0.0021042582,0.00018330988,0.06445525,0.0012324748,0.00020875702,0.00001780135,0.010585026,0.0050089434,0.017503805,0.00030564293,0.000054965534,0.89833975],"study_design_scores_gemma":[0.0024704416,0.000055732173,0.17317848,0.00009502872,0.00012758723,0.000008453229,0.0070501612,0.52904105,0.14553545,0.14114644,0.000667009,0.00062417774],"about_ca_topic_score_codex":0.00005733173,"about_ca_topic_score_gemma":0.00042963447,"teacher_disagreement_score":0.89771557,"about_ca_system_score_codex":0.0001302405,"about_ca_system_score_gemma":0.000392206,"threshold_uncertainty_score":0.99998474},"labels":[],"label_agreement":null},{"id":"W3189037316","doi":"10.1061/9780784483626.008","title":"Case Study from Trenchless Rehabilitation Evaluation of North McKinney Interceptor Main for North Texas Municipal Water District","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"Dalsa Corporation","funders":"","keywords":"Trenchless technology; Pipeline transport; Engineering; Water pipe; Civil engineering; Forensic engineering; Environmental engineering; Mechanical engineering","score_opus":0.024456149918322706,"score_gpt":0.26414791301294793,"score_spread":0.23969176309462523,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189037316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98763543,0.00014605645,0.010979535,0.000041270567,0.0004676908,0.0003825855,0.00025615623,0.00006828637,0.000023002434],"genre_scores_gemma":[0.99746126,0.000007411765,0.0015310108,0.0000056377003,0.00019455311,0.000081092476,0.00065856765,0.000030463025,0.000030024044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99870735,0.00009201065,0.00045635973,0.00026376234,0.00027381742,0.0002066902],"domain_scores_gemma":[0.9989663,0.00026193727,0.0000326557,0.00038323173,0.00029561933,0.000060306887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025147488,0.00018881304,0.00028108698,0.00007599667,0.000044107503,0.000030390476,0.000112039495,0.00006661417,0.00013499157],"category_scores_gemma":[0.00035320222,0.00015801072,0.00011739076,0.00021504574,0.000020469319,0.000064068976,0.000046682504,0.00013946627,0.000004574299],"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":[0.00003234253,0.00024579494,0.016327195,0.00018805629,0.00020662886,0.00011496474,0.0034829124,0.9139117,0.0010967463,0.000016137887,0.00038833084,0.0639892],"study_design_scores_gemma":[0.0028137271,0.00029638,0.16301818,0.00006520708,0.00057097967,0.00009037888,0.0039353035,0.82461303,0.002291303,0.00051558996,0.0011606091,0.000629312],"about_ca_topic_score_codex":0.00047122757,"about_ca_topic_score_gemma":0.009938483,"teacher_disagreement_score":0.146691,"about_ca_system_score_codex":0.00008538501,"about_ca_system_score_gemma":0.000025490144,"threshold_uncertainty_score":0.644349},"labels":[],"label_agreement":null},{"id":"W3189289632","doi":"10.1061/9780784483619.050","title":"Welcome Neighbors! Upgrading an Existing Regional Water System to Extend the Service Footprint","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Wastewater Treatment and Reuse","field":"Environmental Science","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":"Stantec (Canada); Red Deer Polytechnic","funders":"","keywords":"Potable water; Footprint; Recreation; Service (business); Truck; Transport engineering; Environmental science; Service system; Computer science; Water resource management; Business; Environmental engineering; Engineering; Geography; Automotive engineering","score_opus":0.03685397086577559,"score_gpt":0.2591308641669271,"score_spread":0.22227689330115152,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189289632","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9864578,0.00006521968,0.00013482408,0.00859872,0.00047357156,0.00016251324,0.0000031593752,0.000052433767,0.00405173],"genre_scores_gemma":[0.9920859,0.0000070636343,0.0016887914,0.00052964006,0.000618899,0.00003148358,0.000034218767,0.000024768628,0.004979263],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998551,0.000105961924,0.00024023672,0.00043958324,0.0002974669,0.0003657188],"domain_scores_gemma":[0.999209,0.00004078591,0.000035837187,0.0005245684,0.00003119959,0.00015859821],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00022364095,0.00018171906,0.00015633566,0.000021694561,0.00029582108,0.000117331285,0.00032278773,0.000047632933,0.0007367626],"category_scores_gemma":[0.000013638034,0.00009944118,0.00006709909,0.0002614084,0.000033981716,0.00011151459,0.0004609958,0.000095677955,0.0013138703],"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":[0.00011997367,0.000581914,0.05562911,0.0002007603,0.00014984772,0.0010208519,0.015530474,0.016484942,0.8878028,0.0021723884,0.0035353466,0.016771618],"study_design_scores_gemma":[0.0024667506,0.00025384635,0.048544005,0.00065355626,0.00031450382,0.0012605827,0.024397962,0.018534267,0.59763914,0.0011675433,0.30244195,0.0023258873],"about_ca_topic_score_codex":0.0004766234,"about_ca_topic_score_gemma":0.0006988003,"teacher_disagreement_score":0.2989066,"about_ca_system_score_codex":0.00012362577,"about_ca_system_score_gemma":0.000009507264,"threshold_uncertainty_score":0.99946374},"labels":[],"label_agreement":null},{"id":"W3189422314","doi":"10.1061/9780784483626.026","title":"Harnessing Advanced Inspection Technologies to Assess Metallic Water Transmission Mains","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"Biorem Technologies (Canada)","funders":"","keywords":"Ultrasonic testing; Pipeline transport; Trenchless technology; Forensic engineering; Pipeline (software); Marine engineering; Engineering; Ultrasonic sensor; Mechanical engineering; Acoustics","score_opus":0.01411998936000109,"score_gpt":0.2361792360751993,"score_spread":0.22205924671519822,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189422314","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":[0.28215528,0.0022095966,0.70798284,0.0019920417,0.0010409828,0.00014569903,0.0000054012503,0.0031756943,0.0012924996],"genre_scores_gemma":[0.98200595,0.0002715401,0.01708768,0.000031048894,0.00009325388,0.000024474966,0.000025219213,0.000041282266,0.0004195337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990405,0.00001317608,0.00022298655,0.00025661482,0.00015071212,0.0003160099],"domain_scores_gemma":[0.9995604,0.00002501938,0.000008803616,0.0002700239,0.00006954988,0.0000661627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006399585,0.00019606932,0.00022165688,0.0001121029,0.00008861005,0.00008072731,0.00012865664,0.00015082285,0.000081839025],"category_scores_gemma":[0.00006278328,0.00015520588,0.00008239285,0.00034712072,0.000016242911,0.00012569534,0.00004575813,0.00025080616,0.00003717806],"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":[0.00000394689,0.000012966158,0.0000056466592,0.00007434561,0.000022251481,0.00002857473,0.00006505265,0.24382499,0.6251499,0.00030749748,0.00018249788,0.1303223],"study_design_scores_gemma":[0.0002753669,0.000020179206,0.000259339,0.00011572401,0.00003014041,0.000051648236,0.0003285249,0.05483509,0.833661,0.002427672,0.10755685,0.00043843896],"about_ca_topic_score_codex":0.0000034180398,"about_ca_topic_score_gemma":0.00001165461,"teacher_disagreement_score":0.6998507,"about_ca_system_score_codex":0.000053929412,"about_ca_system_score_gemma":0.000011887652,"threshold_uncertainty_score":0.6329112},"labels":[],"label_agreement":null},{"id":"W3189509551","doi":"10.1061/9780784483626.049","title":"Structural Renewal of a 60 in. Potable Water Transmission Main Using CFRP for New Jersey American Water","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"American Water (Canada)","funders":"","keywords":"Potable water; Pipeline transport; Pipeline (software); Rehabilitation; Water pipe; Environmental science; Civil engineering; Reliability (semiconductor); Forensic engineering; Engineering; Environmental engineering; Mechanical engineering","score_opus":0.0125087467217891,"score_gpt":0.23093158150905926,"score_spread":0.21842283478727018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189509551","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90635264,0.0004800125,0.0921453,0.00029080323,0.00038043613,0.00013187449,0.00001641768,0.00008191308,0.00012057963],"genre_scores_gemma":[0.97250974,0.000039644703,0.02662786,0.000017588483,0.00020724085,0.0000045927777,0.00006174167,0.000042732525,0.00048884493],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989022,0.000016140904,0.00033386407,0.00021077902,0.00012291879,0.00041408098],"domain_scores_gemma":[0.9996213,0.000029691037,0.000014428551,0.0001943951,0.000044339362,0.00009585226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000072203955,0.00019106313,0.00033172625,0.00008437571,0.000030905907,0.00002673029,0.00010236036,0.00009064012,0.00021708867],"category_scores_gemma":[0.000020376947,0.00013399163,0.000116233074,0.00015454707,0.000024777883,0.000067752255,0.00002781376,0.00014072708,0.0000018046029],"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":[0.000019626445,0.0000052986966,0.000028881132,0.000113447306,0.000019687563,0.000014953635,0.00024162243,0.5018169,0.49061087,0.000027536582,0.00012775326,0.006973407],"study_design_scores_gemma":[0.00092906837,0.00003952098,0.00025845223,0.00010844777,0.000036432695,0.00004841568,0.00022337375,0.56461066,0.42358622,0.0027983862,0.0069453726,0.0004156451],"about_ca_topic_score_codex":0.00033602343,"about_ca_topic_score_gemma":0.00009435749,"teacher_disagreement_score":0.067024656,"about_ca_system_score_codex":0.000038538437,"about_ca_system_score_gemma":0.000028829942,"threshold_uncertainty_score":0.54640204},"labels":[],"label_agreement":null},{"id":"W3189550497","doi":"10.1061/9780784483602.038","title":"Innovative Overline Survey Techniques for the Water and Wastewater Industry","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Non-Destructive Testing Techniques","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":"Nova Scotia Hospital","funders":"","keywords":"Pipeline transport; Reliability (semiconductor); Pipeline (software); Survey data collection; Cathodic protection; Integrity management; Engineering; Process (computing); Computer science; Reliability engineering; Forensic engineering; Environmental science; Environmental engineering; Mechanical engineering; Statistics","score_opus":0.02912948142242801,"score_gpt":0.2722876576606218,"score_spread":0.24315817623819377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189550497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.920948,0.00091595063,0.0695136,0.0026007243,0.00075243297,0.0010493877,0.00027606974,0.0014817397,0.002462057],"genre_scores_gemma":[0.7880624,0.00013434143,0.20989357,0.00019979432,0.00055706286,0.0002205963,0.00023893356,0.00010629399,0.00058701116],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991372,0.00004868216,0.00024627047,0.00021860092,0.000095726806,0.0002535151],"domain_scores_gemma":[0.9988359,0.00034914818,0.000022691522,0.00029250924,0.00046694936,0.0000327565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048121877,0.00018674205,0.00019224183,0.000040931827,0.00007335405,0.00006729054,0.00012859415,0.00018104866,0.000076530145],"category_scores_gemma":[0.00036527534,0.00010653098,0.000029109364,0.0002775663,0.00007207865,0.00010475765,0.00013303875,0.00034335814,0.0000035555618],"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":[0.000074653995,0.00008838713,0.06811543,0.00042575639,0.00034234326,0.000056070316,0.0008958757,0.000060506743,0.8392553,0.0027856925,0.037923127,0.049976867],"study_design_scores_gemma":[0.00019455672,0.000029481995,0.007527706,0.00007346571,0.000020207797,0.000042260355,0.00008195031,0.0009628944,0.9684137,0.011588249,0.010750429,0.00031506718],"about_ca_topic_score_codex":0.00003763646,"about_ca_topic_score_gemma":0.00004380896,"teacher_disagreement_score":0.14037997,"about_ca_system_score_codex":0.000029892808,"about_ca_system_score_gemma":0.000021512195,"threshold_uncertainty_score":0.4344207},"labels":[],"label_agreement":null},{"id":"W3189704695","doi":"10.1061/9780784483626.001","title":"A Case Study on the City of Calgary Rangeview Sanitary Trunk Pipeline Project","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"Pipeline (software); Computer science; Operating system","score_opus":0.03501465134840138,"score_gpt":0.260906163105998,"score_spread":0.22589151175759664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189704695","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9807768,0.0051333546,0.009919291,0.00026648835,0.00063643703,0.00059408846,0.000026159529,0.00023610247,0.0024113087],"genre_scores_gemma":[0.99876106,0.0002080213,0.00041805542,0.000077595774,0.00020922038,0.00004409723,0.00001276588,0.0000354883,0.00023368625],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988272,0.000090179594,0.00039811744,0.00023173772,0.00022600956,0.00022672635],"domain_scores_gemma":[0.9989928,0.00026605764,0.000032041007,0.0005504085,0.000107715925,0.000050970673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002462057,0.00023258447,0.00035383718,0.00006180375,0.00006512121,0.000024656758,0.00016111549,0.00008219505,0.00019466077],"category_scores_gemma":[0.00027984427,0.00016208543,0.00014251165,0.00048549843,0.00003057552,0.00003671738,0.000058971433,0.00036409963,0.000008676095],"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":[0.000348884,0.0056020627,0.0051834495,0.005272345,0.002962231,0.071243316,0.012702622,0.2195523,0.03222542,0.006467084,0.07248492,0.5659554],"study_design_scores_gemma":[0.01141875,0.0019382488,0.018720167,0.0023911826,0.0022656173,0.028329074,0.03543805,0.68148816,0.032306157,0.003663696,0.17556614,0.0064747515],"about_ca_topic_score_codex":0.00021236345,"about_ca_topic_score_gemma":0.0001907774,"teacher_disagreement_score":0.5594806,"about_ca_system_score_codex":0.000024735407,"about_ca_system_score_gemma":0.00004195193,"threshold_uncertainty_score":0.6609652},"labels":[],"label_agreement":null},{"id":"W3189838737","doi":"10.1061/9780784483626.009","title":"Challenging Rehabilitation of a Trunk Sewer Using Sprayed Geopolymer Lining in Ontario","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Concrete and Cement Materials Research","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":"Regional Municipality of Durham","funders":"","keywords":"Sanitary sewer; Rehabilitation; Waterproofing; Environmental science; Civil engineering; Engineering; Environmental engineering","score_opus":0.02707984289159499,"score_gpt":0.26595823369023974,"score_spread":0.23887839079864476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189838737","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99642587,0.00081114215,0.0010419808,0.0000571529,0.0003199888,0.0000807432,0.0000026930609,0.000021202664,0.0012392105],"genre_scores_gemma":[0.9975281,0.00007474885,0.0019966126,0.000008098667,0.0001048762,0.000008576969,0.000021125044,0.000021206251,0.00023665401],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990619,0.00004477272,0.00034684903,0.00015850768,0.00016841307,0.00021960113],"domain_scores_gemma":[0.99956125,0.00010529103,0.000024391204,0.00017962152,0.00009538486,0.00003405841],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00024010235,0.00010063247,0.00021407894,0.00011956555,0.000020408763,0.000023457666,0.000059105812,0.0000585542,0.001794146],"category_scores_gemma":[0.000106356834,0.000112737594,0.00005327814,0.00022290909,0.000014755353,0.000106838794,0.00004858347,0.00012934385,0.000011458731],"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":[0.000048053782,0.000052851567,0.025674533,0.0004176829,0.00006377385,0.000059834158,0.005880953,0.02824189,0.9283389,0.00014900063,0.000082998806,0.010989572],"study_design_scores_gemma":[0.0033685178,0.0001401808,0.040747218,0.0014470811,0.00008158981,0.00002505822,0.007911423,0.45572856,0.47965622,0.000460336,0.009364116,0.0010696809],"about_ca_topic_score_codex":0.00465367,"about_ca_topic_score_gemma":0.017456753,"teacher_disagreement_score":0.44868264,"about_ca_system_score_codex":0.00010154572,"about_ca_system_score_gemma":0.00009887538,"threshold_uncertainty_score":0.9991183},"labels":[],"label_agreement":null},{"id":"W3189861559","doi":"10.1061/9780784483626.020","title":"Application of ASCE 38-02 and Alberta Transportation <i>Utility Coordination Process Manual</i> —Deerfoot Trail Improvements","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Underground infrastructure and sustainability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Process (computing); Transport engineering; Engineering; Guideline; Computer science; Construction engineering; Civil engineering","score_opus":0.003787155889058099,"score_gpt":0.2251354496961859,"score_spread":0.2213482938071278,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189861559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91506845,0.00037205365,0.081903376,0.00026195674,0.000142671,0.00031336182,0.000039666917,0.000046462395,0.001851997],"genre_scores_gemma":[0.99896175,0.00004090936,0.00038254212,0.000029146871,0.00006405668,0.00003992576,0.0002464372,0.00001617343,0.000219052],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99905187,0.000021047808,0.00036091078,0.00025397568,0.0001602205,0.00015196059],"domain_scores_gemma":[0.9993084,0.000048903374,0.000056634668,0.00021179003,0.00032474,0.000049508246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012048521,0.00014011026,0.00019166183,0.00003507901,0.00004202133,0.000021223283,0.000066589906,0.0000917393,0.000120606666],"category_scores_gemma":[0.00005456014,0.00014783758,0.0000440122,0.00025636502,0.000037117283,0.0002250273,0.000006546291,0.00009835681,0.0000017436538],"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":[0.00015242091,0.00059588195,0.15086573,0.007748098,0.0002951062,0.000010045674,0.00805727,0.010106158,0.17132533,0.0025005594,0.0020092381,0.6463342],"study_design_scores_gemma":[0.0026639923,0.0001236037,0.4073702,0.00008627546,0.0002666108,0.000012188366,0.00545729,0.27551046,0.25685677,0.02934528,0.021251688,0.0010556186],"about_ca_topic_score_codex":0.000104911625,"about_ca_topic_score_gemma":0.0005626283,"teacher_disagreement_score":0.6452786,"about_ca_system_score_codex":0.00003446008,"about_ca_system_score_gemma":0.000041854044,"threshold_uncertainty_score":0.60286415},"labels":[],"label_agreement":null},{"id":"W3189895198","doi":"10.1061/9780784483602.026","title":"Multisensor Inspection: Assessing the Condition of Large Diameter Pipes with 3D Digital Modelling","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Infrastructure Maintenance and Monitoring","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":"Coquitlam College","funders":"","keywords":"Lidar; Computer science; Point cloud; Marine engineering; Pipeline (software); Sonar; Pipeline transport; Remote sensing; Engineering; Artificial intelligence; Geology; Mechanical engineering","score_opus":0.008264771644055051,"score_gpt":0.23769011227835932,"score_spread":0.22942534063430425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189895198","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":[0.44929683,0.00046519726,0.54697055,0.00004710058,0.0007277175,0.00007111059,0.00003098426,0.00010222045,0.0022882847],"genre_scores_gemma":[0.9921847,0.000059592316,0.006905963,0.000020627664,0.0006353256,0.000007243211,0.00003244375,0.000026955722,0.0001271707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933934,0.000011862771,0.00018880697,0.00013371209,0.00013807944,0.00018817275],"domain_scores_gemma":[0.9995258,0.00005829725,0.00003942664,0.00017743917,0.0001740741,0.000024965038],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005158043,0.00012256605,0.0001474269,0.00003441629,0.000087122964,0.00010715225,0.00005513607,0.000044799686,0.000041454703],"category_scores_gemma":[0.000028460461,0.0000852465,0.00004954769,0.00014722449,0.00003252694,0.00030580387,0.000021660093,0.00014628275,0.0000065425397],"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":[0.000011339899,0.000037151127,0.005910723,0.00017369939,0.00012749402,0.00007867541,0.0012393789,0.9557401,0.018695906,0.00021511264,0.0005256067,0.01724483],"study_design_scores_gemma":[0.0006657359,0.000020313622,0.00217711,0.00032546293,0.00006525015,0.000088028195,0.0027382753,0.89037734,0.09434266,0.00021024255,0.008639436,0.00035015424],"about_ca_topic_score_codex":0.00000535931,"about_ca_topic_score_gemma":0.000011627027,"teacher_disagreement_score":0.5428878,"about_ca_system_score_codex":0.00003493325,"about_ca_system_score_gemma":0.000024707728,"threshold_uncertainty_score":0.34762514},"labels":[],"label_agreement":null},{"id":"W3189929955","doi":"10.1061/9780784483619.048","title":"The Story behind Alberta’s Longest Regional Water System","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Water resources management and optimization","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":"Stantec (Canada)","funders":"","keywords":"Computer science; Environmental science","score_opus":0.007605188839402803,"score_gpt":0.17315700996104663,"score_spread":0.16555182112164382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3189929955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.57806665,0.02918276,0.05249552,0.036395106,0.016129445,0.0016208226,0.000027394615,0.0018165346,0.2842658],"genre_scores_gemma":[0.91361517,0.00044396275,0.0004148268,0.00012369345,0.0015440148,0.000038707258,0.00024607073,0.00007162284,0.08350192],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.99935144,0.000036599606,0.00014166329,0.00013284778,0.00013736296,0.00020008456],"domain_scores_gemma":[0.9996151,0.000045459696,0.000012619614,0.00023296564,0.000057804235,0.000036086105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010995342,0.00010688006,0.000088149805,0.000026221258,0.00014147075,0.000108036635,0.00011924634,0.000040760147,0.00011472703],"category_scores_gemma":[0.000010785744,0.00006873713,0.000051156116,0.000054264223,0.000018150642,0.00007431581,0.000055185064,0.0000917166,0.0003403911],"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":[0.000043304906,0.00007130895,0.0018474598,0.0008126376,0.00046719695,0.00027294748,0.0054607578,0.67963475,0.0037034533,0.0024796217,0.26802808,0.03717845],"study_design_scores_gemma":[0.00019805555,0.000004037407,0.00025530145,0.000041772808,0.000032744687,0.000013512399,0.00058350706,0.0999006,0.0029727258,0.000014056435,0.89580876,0.00017494628],"about_ca_topic_score_codex":0.000017294606,"about_ca_topic_score_gemma":0.00032968583,"teacher_disagreement_score":0.6277807,"about_ca_system_score_codex":0.00003794853,"about_ca_system_score_gemma":0.0000053131103,"threshold_uncertainty_score":0.43751526},"labels":[],"label_agreement":null},{"id":"W3190313535","doi":"10.1061/9780784483619.047","title":"The Challenge of Air Valve Selection in Pumping Systems","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Water Systems and Optimization","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":"WSP (Canada); Thornhill Medical (Canada)","funders":"","keywords":"Water hammer; Transient (computer programming); Pipeline transport; Outflow; Inflow; Pipeline (software); Environmental science; Atmospheric pressure; Marine engineering; Engineering; Hydraulic machinery; Petroleum engineering; Mechanical engineering; Computer science; Mechanics; Meteorology; Physics","score_opus":0.010627168547899109,"score_gpt":0.20654409898639578,"score_spread":0.19591693043849667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190313535","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5150016,0.11659094,0.27071524,0.003032337,0.019199152,0.001911554,0.000040001923,0.0007837325,0.07272543],"genre_scores_gemma":[0.9981943,0.0007444599,0.00008528351,0.0000025876195,0.0002744605,0.000017257114,0.0000062241675,0.0000146504835,0.00066077313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941427,0.00003778364,0.00025856806,0.0000897509,0.000085150845,0.000114508824],"domain_scores_gemma":[0.99972343,0.00003543473,0.000028780067,0.00009863764,0.000098527664,0.000015169654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015741974,0.00006620655,0.00011968226,0.000035759276,0.000029334878,0.000021384683,0.000048077243,0.000047761434,0.000008835375],"category_scores_gemma":[0.00003072226,0.000052791,0.00004127639,0.00023246113,0.000005480367,0.00005953854,0.00001385415,0.000066444285,0.0000080598],"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":[0.0000021077803,0.000014937617,0.0010303705,0.0002479293,0.00003198732,0.000004410519,0.00048732758,0.99379945,0.0014260514,0.00056597457,0.000755438,0.0016340227],"study_design_scores_gemma":[0.00027027674,0.000011004151,0.0016416439,0.00026953983,0.000012270609,0.000012520694,0.0006612954,0.97195303,0.007332819,0.00006979484,0.017612875,0.0001529505],"about_ca_topic_score_codex":0.000075096854,"about_ca_topic_score_gemma":0.000864616,"teacher_disagreement_score":0.48319268,"about_ca_system_score_codex":0.000031568637,"about_ca_system_score_gemma":0.000014303219,"threshold_uncertainty_score":0.21527547},"labels":[],"label_agreement":null},{"id":"W3190602187","doi":"10.1061/9780784483626.035","title":"Thickwood Trunk Sewer—Direct Pipe Installation","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"Cumulative Environmental Management Association; University of Alberta","funders":"","keywords":"Trenchless technology; Traverse; Pipeline transport; Storm; Stormwater; Civil engineering; Overburden; Engineering; Geology; Mining engineering; Geotechnical engineering; Surface runoff; Environmental engineering","score_opus":0.007431386108909475,"score_gpt":0.20255114509841887,"score_spread":0.1951197589895094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190602187","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":[0.2808126,0.013569331,0.40055376,0.0018284848,0.007869928,0.00040370648,0.0000903289,0.004242853,0.290629],"genre_scores_gemma":[0.99600416,0.00026793106,0.0017872725,0.0000626727,0.00044963878,0.000012540451,0.000059113027,0.00004246041,0.0013142347],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991049,0.00001926304,0.00023607141,0.00021203085,0.00017668912,0.00025101073],"domain_scores_gemma":[0.9994537,0.00006419475,0.00001594161,0.0002959837,0.00008693675,0.00008322881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007563972,0.00018222732,0.00020680581,0.00005857366,0.000051667495,0.000064089625,0.00009916804,0.00014955633,0.00051419064],"category_scores_gemma":[0.00014467882,0.0001833945,0.00009485355,0.00034250072,0.000015472373,0.000091295515,0.00003377726,0.00023788706,0.000065414046],"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":[0.000009576097,0.000049848608,0.00018634125,0.00025054673,0.00013988366,0.00011763489,0.00020678944,0.8494742,0.07140125,0.0040179347,0.01045574,0.06369028],"study_design_scores_gemma":[0.0011180164,0.000044331937,0.008442513,0.00017827534,0.0000974911,0.00017176227,0.00022508204,0.40896448,0.057699997,0.0064884927,0.5152498,0.0013197362],"about_ca_topic_score_codex":0.000009313983,"about_ca_topic_score_gemma":0.00004176688,"teacher_disagreement_score":0.71519154,"about_ca_system_score_codex":0.00003835848,"about_ca_system_score_gemma":0.000029660643,"threshold_uncertainty_score":0.7478611},"labels":[],"label_agreement":null},{"id":"W3190788999","doi":"10.1061/9780784483619.032","title":"Designing Concrete Pressure Pipe to Resist Corrosion","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Concrete Corrosion and Durability","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":"CBC (Canada)","funders":"","keywords":"Corrosion; Cathodic protection; Resist; Forensic engineering; Pressure control; Environmental science; Engineering; Materials science; Metallurgy; Mechanical engineering; Composite material; Anode","score_opus":0.014395101277186965,"score_gpt":0.2335746529336394,"score_spread":0.21917955165645245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190788999","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":[0.41284478,0.027521748,0.51283157,0.004015603,0.010366295,0.0014096665,0.00036064617,0.0024868024,0.028162928],"genre_scores_gemma":[0.9881489,0.00016716163,0.0061545065,0.00047806877,0.00043839368,0.000032276163,0.00005542747,0.000053636624,0.004471595],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987204,0.000071929,0.00032209742,0.00035942817,0.00022041003,0.00030572372],"domain_scores_gemma":[0.99885124,0.0001587935,0.000022709452,0.0005103835,0.00023664313,0.000220258],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00016792178,0.00020105432,0.0002835427,0.000053076175,0.00009077311,0.00008770042,0.00015608601,0.00010516346,0.0016199298],"category_scores_gemma":[0.00049370463,0.00020875395,0.000101846126,0.00040743794,0.00002164045,0.00009058322,0.00011891395,0.00018578774,0.00036459207],"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":[0.000027083766,0.0000036221613,0.001342413,0.00011515431,0.000008157048,0.000047216166,0.00027468568,0.0023293463,0.9563939,0.000044433822,0.03289231,0.006521698],"study_design_scores_gemma":[0.00060575095,0.000034962617,0.0016995067,0.00018174626,0.0000829681,0.000029042718,0.00042915638,0.032841146,0.5560414,0.00007322437,0.4073494,0.00063168147],"about_ca_topic_score_codex":0.000009426367,"about_ca_topic_score_gemma":0.000031780797,"teacher_disagreement_score":0.57530415,"about_ca_system_score_codex":0.00003446787,"about_ca_system_score_gemma":0.000051197854,"threshold_uncertainty_score":0.99929273},"labels":[],"label_agreement":null},{"id":"W3190851752","doi":"10.1061/9780784483602.041","title":"Long-Term Properties of PVC Water Pipe Used in a Small Chlorinated Water System for 50+ Years in Endicott, Nebraska","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Water Treatment and Disinfection","field":"Environmental Science","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":"Stuart Olson (Canada)","funders":"","keywords":"Term (time); Environmental science; Petroleum engineering; Materials science; Waste management; Engineering; Physics","score_opus":0.022926903549975158,"score_gpt":0.2156902480752281,"score_spread":0.19276334452525296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190851752","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99888617,0.000088118024,0.000082476385,0.00012221541,0.00024226207,0.00036154967,0.0000052072987,0.000020641168,0.00019134674],"genre_scores_gemma":[0.9980158,0.0000123469445,0.000073559575,0.000014830354,0.000058952,0.00009601083,0.00009336169,0.000019187783,0.0016159391],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988214,0.00005893248,0.00034207082,0.00032065556,0.000122093,0.00033484676],"domain_scores_gemma":[0.99970406,0.000011761131,0.000032924476,0.00019193854,0.000017505257,0.000041784093],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001692846,0.00015221222,0.00024221111,0.000081743325,0.000028493161,0.00003386866,0.00009554588,0.00007878014,0.00042042957],"category_scores_gemma":[0.000010956938,0.000097396645,0.000076511424,0.00014144214,0.000048581158,0.00016152387,0.00011990984,0.00006102727,0.00020174464],"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":[0.00008834442,0.00023292188,0.45727336,0.00013732335,0.000010563199,0.00006842612,0.0014341759,0.00022456663,0.53939533,0.0000023504315,0.000011725709,0.0011209237],"study_design_scores_gemma":[0.0013434013,0.000042808948,0.114611626,0.00013492063,0.00001908193,0.000011190785,0.00020432295,0.00022006275,0.8830684,0.000020872092,0.00017363124,0.00014971496],"about_ca_topic_score_codex":0.0009380332,"about_ca_topic_score_gemma":0.0029670878,"teacher_disagreement_score":0.34367305,"about_ca_system_score_codex":0.00016554006,"about_ca_system_score_gemma":0.00001012728,"threshold_uncertainty_score":0.46034092},"labels":[],"label_agreement":null},{"id":"W3191016408","doi":"10.1061/9780784483602.006","title":"Developing a Survivor Curve for Prestressed Concrete Cylinder Pipe","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"CIMA+ (Canada)","funders":"","keywords":"Serviceability (structure); Mains electricity; Prestressed concrete; Limit state design; Structural engineering; Engineering; Forensic engineering; Geotechnical engineering; Reliability engineering; Electrical engineering","score_opus":0.018649377630119545,"score_gpt":0.24250125526385835,"score_spread":0.22385187763373882,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191016408","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":[0.048530042,0.003573712,0.942905,0.0007449654,0.0018380804,0.000263016,0.00007441063,0.0006014637,0.0014693047],"genre_scores_gemma":[0.96766573,0.00029308425,0.029956175,0.00012537168,0.00065533735,0.00008194624,0.0001460179,0.00008331299,0.000993017],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988964,0.000019180903,0.00030097537,0.00027174994,0.00014168976,0.0003699821],"domain_scores_gemma":[0.99918467,0.00023560347,0.000023237475,0.00028982977,0.00017685142,0.00008978999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010008959,0.00022620997,0.00027891688,0.000049192317,0.0000653855,0.00007770037,0.00014732555,0.00016058623,0.00009405823],"category_scores_gemma":[0.00031897664,0.00022839672,0.00012079577,0.00024120657,0.000020506495,0.00007328623,0.000042433643,0.00018295826,0.000015225141],"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":[0.000096187694,0.000035479447,0.000698562,0.0030070578,0.0008831871,0.00022592855,0.0005807,0.7482793,0.13949575,0.032165,0.019117722,0.055415146],"study_design_scores_gemma":[0.0023008275,0.000049174756,0.00270962,0.0003453766,0.00011922858,0.00009303684,0.00027777086,0.49673054,0.12664008,0.00788348,0.36111316,0.0017377037],"about_ca_topic_score_codex":0.000015480215,"about_ca_topic_score_gemma":0.000044581273,"teacher_disagreement_score":0.9191357,"about_ca_system_score_codex":0.000043155782,"about_ca_system_score_gemma":0.00007682378,"threshold_uncertainty_score":0.9313748},"labels":[],"label_agreement":null},{"id":"W3191181181","doi":"10.1061/9780784483602.010","title":"Increasing Pipelines’ Resilience for a Changing Climate","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Water Systems and Optimization","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":"Canadian Pharmacists Association","funders":"","keywords":"Pipeline transport; Sustainability; Resilience (materials science); Extreme weather; Environmental science; Natural disaster; Environmental resource management; Risk analysis (engineering); Population; Climate change; Environmental planning; Natural resource economics; Environmental economics; Business; Engineering; Civil engineering; Environmental engineering","score_opus":0.009400674867236882,"score_gpt":0.2211477991503256,"score_spread":0.2117471242830887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191181181","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":[0.1296798,0.0043021957,0.85526276,0.0004133128,0.0031586036,0.00047537618,0.00008603907,0.0005000903,0.006121813],"genre_scores_gemma":[0.96834093,0.00040870308,0.027378123,0.000095138945,0.001586659,0.00007140232,0.00015240513,0.00007415612,0.001892474],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988699,0.000028668246,0.0002960913,0.00022012406,0.000109069515,0.0004761682],"domain_scores_gemma":[0.9994229,0.0000737686,0.000032106676,0.00022216368,0.00018909201,0.00005994734],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000369646,0.00014475489,0.00019335691,0.0000945751,0.00013196412,0.00008914803,0.00008546677,0.00006779046,0.000053893917],"category_scores_gemma":[0.0001575698,0.00014658876,0.00007320559,0.000370008,0.000009493293,0.0001522833,0.00006272521,0.000060334976,0.0000373948],"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":[0.0000894023,0.000099642384,0.008677214,0.0022825373,0.00010907766,0.00014406767,0.002756837,0.85898197,0.06660132,0.0021305485,0.017112594,0.04101477],"study_design_scores_gemma":[0.0005014647,0.000010389693,0.0002655329,0.00026862396,0.000031579373,0.00008428319,0.00063663826,0.9474304,0.020650897,0.0000796796,0.029675411,0.00036511346],"about_ca_topic_score_codex":0.000013509573,"about_ca_topic_score_gemma":0.00012123737,"teacher_disagreement_score":0.83866113,"about_ca_system_score_codex":0.000031019452,"about_ca_system_score_gemma":0.000020680067,"threshold_uncertainty_score":0.59777164},"labels":[],"label_agreement":null},{"id":"W3191302124","doi":"10.1061/9780784483619.044","title":"San Patricio Water Transmission Pipeline—Multiple Pipe Solutions","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Prairie Bible Institute; Thompson Rivers University","funders":"","keywords":"Pipeline (software); Pipeline transport; Bidding; Purchasing; Water pipe; Pipe; Process (computing); Civil engineering; Joint (building); Computer science; Engineering; Environmental science; Construction engineering; Mechanical engineering; Business; Operations management; Materials science","score_opus":0.010894081899635363,"score_gpt":0.20099760150153873,"score_spread":0.19010351960190336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191302124","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":[0.029407872,0.0066792085,0.95514405,0.001255326,0.0016242464,0.00016748311,0.000042180694,0.001090263,0.0045893854],"genre_scores_gemma":[0.9930426,0.000561392,0.004028625,0.00006897996,0.0005451792,0.000016858485,0.0001618067,0.000062178704,0.0015124193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985335,0.00002804763,0.0003705585,0.00029669463,0.00021857691,0.0005526148],"domain_scores_gemma":[0.99925625,0.00007273486,0.000012078976,0.00037102526,0.00011415828,0.00017375765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010068634,0.00026803665,0.00026791688,0.00008997095,0.00013783609,0.000066033725,0.00015870505,0.00019774596,0.0006755391],"category_scores_gemma":[0.00007062082,0.0002152445,0.00017761407,0.00028716022,0.000025266212,0.00009863679,0.000051587707,0.0003510751,0.00014298795],"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":[0.0000123400405,0.00008823838,0.00010689772,0.00019874098,0.00007345664,0.00011863015,0.00024907582,0.56045294,0.31548923,0.00029396167,0.018315496,0.10460097],"study_design_scores_gemma":[0.0007470814,0.000017999644,0.000474888,0.00007066876,0.00007815243,0.000088972636,0.00012059287,0.45268628,0.12689002,0.0010433436,0.4171165,0.00066550216],"about_ca_topic_score_codex":0.000025246722,"about_ca_topic_score_gemma":0.000040295177,"teacher_disagreement_score":0.96363467,"about_ca_system_score_codex":0.00004391288,"about_ca_system_score_gemma":0.000025830665,"threshold_uncertainty_score":0.8777416},"labels":[],"label_agreement":null},{"id":"W3191313602","doi":"10.1061/9780784483602.032","title":"Case Study—A Northern Alberta Utility’s Proactive Approach to Assessment Avoids Potential Catastrophic Holiday Failure","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Risk and Safety Analysis","field":"Decision Sciences","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":"Computer science; Reliability engineering; Catastrophic failure; Operations research; Forensic engineering; Engineering","score_opus":0.06640129887325316,"score_gpt":0.3642028338228164,"score_spread":0.2978015349495632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191313602","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9021319,0.00012505444,0.08596266,0.0059239496,0.00045998214,0.0007414376,0.00011825414,0.000028820323,0.004507937],"genre_scores_gemma":[0.98493683,0.000012975633,0.006992317,0.0001580103,0.00050259224,0.00009019694,0.00008304534,0.000027921984,0.007196125],"study_design_codex":"design_other","study_design_gemma":"qualitative","domain_scores_codex":[0.99368006,0.0011118544,0.0010972058,0.0015838237,0.0020002513,0.0005268045],"domain_scores_gemma":[0.99540436,0.000504614,0.0002394256,0.0017975341,0.0016527124,0.00040137774],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.002081736,0.00037930714,0.00076207437,0.0003115277,0.00050625403,0.000608182,0.0008026434,0.0001279206,0.0013037705],"category_scores_gemma":[0.0016573305,0.00028837103,0.00043002397,0.0026395041,0.000079219826,0.0003530104,0.0006257817,0.0004371389,0.0005967694],"study_design_candidate":"qualitative","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":[0.00033549723,0.011431812,0.2560074,0.000038946928,0.0018512092,0.023045633,0.027111426,0.044962242,0.00083840394,0.00023628485,0.021453388,0.61268777],"study_design_scores_gemma":[0.005652848,0.00079186395,0.117238484,0.000038084472,0.002281316,0.010429621,0.6030067,0.1810589,0.0009715732,0.0042129494,0.07086925,0.003448369],"about_ca_topic_score_codex":0.0035926062,"about_ca_topic_score_gemma":0.029434973,"teacher_disagreement_score":0.6092394,"about_ca_system_score_codex":0.00008590027,"about_ca_system_score_gemma":0.0005154912,"threshold_uncertainty_score":0.99995685},"labels":[],"label_agreement":null},{"id":"W3191712575","doi":"10.1061/9780784483602.002","title":"ATCO’s Urban Pipeline Replacement (UPR) Program","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Water Systems and Optimization","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":"ATCO (Canada); Alberta Energy","funders":"","keywords":"Pipeline (software); Computer science; Programming language","score_opus":0.009361435412575185,"score_gpt":0.2203585966839798,"score_spread":0.2109971612714046,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191712575","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":[0.097829714,0.027098645,0.6536078,0.0038709808,0.01888995,0.0031961412,0.00016185547,0.0053554815,0.18998948],"genre_scores_gemma":[0.8703804,0.00076343823,0.035263725,0.00024260042,0.0040852614,0.0002920836,0.00083893136,0.00018421367,0.08794937],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.9989114,0.000028376877,0.00036582717,0.0002514404,0.00017941666,0.00026357628],"domain_scores_gemma":[0.9993205,0.000014535363,0.00003110441,0.0003738598,0.0001732003,0.00008679862],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011786602,0.00017341916,0.00020734603,0.00004668607,0.000045242952,0.000091900656,0.00009001565,0.0000809416,0.00054038817],"category_scores_gemma":[0.00003770677,0.00016724973,0.00007699018,0.00029237414,0.000010795489,0.00010334443,0.00004672839,0.00010137168,0.00021083317],"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":[0.000023424504,0.00027814935,0.007050368,0.0004626555,0.000119814904,0.00014882498,0.0007656028,0.11346098,0.0028862613,0.00031603157,0.820551,0.05393688],"study_design_scores_gemma":[0.0005600488,0.000031452004,0.00030579092,0.000086061256,0.000031335083,0.000038360497,0.0001601713,0.32194537,0.008864937,0.000026720594,0.6676095,0.0003402495],"about_ca_topic_score_codex":0.00001639965,"about_ca_topic_score_gemma":0.00014914855,"teacher_disagreement_score":0.77255064,"about_ca_system_score_codex":0.00004697605,"about_ca_system_score_gemma":0.000026400037,"threshold_uncertainty_score":0.6820246},"labels":[],"label_agreement":null},{"id":"W3191855323","doi":"10.1061/9780784483602.023","title":"Effect of Erosion Voids on Rigid Sewers of Non-Circular Shape","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"Queen's University","funders":"","keywords":"Void (composites); Bending moment; Geotechnical engineering; Culvert; Materials science; Void ratio; Erosion; Flexural rigidity; Geology; Soil water; Structural engineering; Composite material; Engineering; Soil science","score_opus":0.004006862925800388,"score_gpt":0.2161001803548138,"score_spread":0.2120933174290134,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191855323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9825721,0.00095458707,0.014389674,0.000032483218,0.00062276516,0.00008978052,0.000015467886,0.0000897644,0.0012333855],"genre_scores_gemma":[0.9991877,0.00012120977,0.00044390926,0.0000095354235,0.00010192864,0.000005111633,0.000019842953,0.00002806713,0.00008270654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991896,0.000026174279,0.0002619453,0.00015883686,0.00019666283,0.00016675254],"domain_scores_gemma":[0.9994039,0.00014786987,0.000028164643,0.00030191225,0.00006461364,0.000053550863],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012662442,0.00016644364,0.0003271335,0.00006582566,0.0000163682,0.000008499326,0.00010812323,0.00012364236,0.0001251707],"category_scores_gemma":[0.00014779894,0.00014589156,0.00014862209,0.00025870348,0.000023924245,0.000028757495,0.000027940272,0.00017571576,0.000010928809],"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":[0.00002070955,0.000023554727,0.00018328524,0.0008274565,0.00005263353,0.00001730658,0.000035523684,0.5057828,0.47512117,0.00008550038,0.00054082397,0.01730923],"study_design_scores_gemma":[0.00065385614,0.00022401231,0.0020409934,0.00029077148,0.000056953668,0.0000118581565,0.000018573208,0.25977412,0.73465097,0.00009272949,0.0019362794,0.00024890545],"about_ca_topic_score_codex":0.000013330296,"about_ca_topic_score_gemma":0.0000019694137,"teacher_disagreement_score":0.25952977,"about_ca_system_score_codex":0.000019651086,"about_ca_system_score_gemma":0.00001316691,"threshold_uncertainty_score":0.59492856},"labels":[],"label_agreement":null},{"id":"W3191959438","doi":"10.1061/9780784483626.029","title":"Large Diameter Sliplining Rehabilitation of the Groat Road Storm Trunk","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Simulation and Modeling Applications","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 Alberta","funders":"","keywords":"Storm; Rehabilitation; Trunk; Computer science; Physical medicine and rehabilitation; Meteorology; Medicine; Physics; Physical therapy","score_opus":0.013689033700341038,"score_gpt":0.25225839249804155,"score_spread":0.23856935879770053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3191959438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9031218,0.0006075063,0.09282162,0.00080222473,0.00068157935,0.00015210795,0.00002870083,0.00009763949,0.0016867789],"genre_scores_gemma":[0.9954092,0.000026014433,0.0039352053,0.00006691666,0.00014342209,0.00002305667,0.000027984122,0.000018546178,0.00034966352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993936,0.000025046453,0.0002391959,0.00011961401,0.00011668177,0.00010590725],"domain_scores_gemma":[0.99934024,0.00012491876,0.000031150623,0.00032953479,0.00014849228,0.000025657479],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012530222,0.00007356478,0.00010531969,0.00002991471,0.00004923182,0.000011923876,0.000079549485,0.000046608046,0.00019216916],"category_scores_gemma":[0.00021386267,0.00006237187,0.00008894194,0.00025669075,0.000014493929,0.000050330385,0.000031612104,0.00008381656,0.000027256476],"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":[0.000014031371,0.00029063848,0.026445553,0.0002980341,0.00012092264,0.0000015770759,0.011464126,0.7781799,0.08153736,0.0064335563,0.010682456,0.084531866],"study_design_scores_gemma":[0.000577231,0.000008812293,0.030254921,0.00007391311,0.000041523206,0.000002180475,0.001305679,0.91971344,0.008898136,0.0009886358,0.037931513,0.00020399714],"about_ca_topic_score_codex":0.000007223801,"about_ca_topic_score_gemma":0.00007518015,"teacher_disagreement_score":0.14153358,"about_ca_system_score_codex":0.000022728602,"about_ca_system_score_gemma":0.00002233064,"threshold_uncertainty_score":0.25434512},"labels":[],"label_agreement":null},{"id":"W3192000594","doi":"10.1061/9780784483626.010","title":"CIPP Design Reconciliation: How It Works and Why It’s Important","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Manitoba Beekeepers' Association; Aecom (Canada)","funders":"","keywords":"Quality assurance; Product (mathematics); Product design; Engineering; Process (computing); Factory (object-oriented programming); Engineering design process; Design review (U.S. government); Manufacturing engineering; Construction engineering; Mechanical engineering; Computer science; Operations management; Product testing","score_opus":0.019833579319246272,"score_gpt":0.21316346510910755,"score_spread":0.19332988578986127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192000594","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":[0.0069117094,0.017354894,0.9490554,0.022090666,0.002071561,0.00021005393,0.00001661313,0.00055673806,0.001732396],"genre_scores_gemma":[0.96677977,0.0050224,0.02399564,0.001057229,0.0008106735,0.000030903015,0.000043434375,0.00006916408,0.0021907622],"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991376,0.000022275943,0.00023268431,0.00022759702,0.00014140095,0.0002384322],"domain_scores_gemma":[0.9994138,0.00012752856,0.000023487097,0.00024755026,0.00008307934,0.00010453762],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014099393,0.00018220213,0.00020991624,0.000042048105,0.00004949298,0.00014901528,0.00008175174,0.00015416055,0.0002537905],"category_scores_gemma":[0.0002457138,0.00017894177,0.00005672087,0.00018177537,0.000018580264,0.00011697057,0.000032160908,0.000233866,0.000007907604],"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":[0.000022147195,0.00004027842,0.0003282117,0.00035627373,0.00023927588,0.00034278026,0.0005460544,0.52991796,0.015496827,0.0006355475,0.35785016,0.09422451],"study_design_scores_gemma":[0.00082594046,0.000043768414,0.0011681876,0.00030730903,0.00008590408,0.00024075824,0.00064515043,0.394367,0.006686253,0.0023125235,0.5923563,0.0009608802],"about_ca_topic_score_codex":0.000004059225,"about_ca_topic_score_gemma":0.000050003353,"teacher_disagreement_score":0.9598681,"about_ca_system_score_codex":0.0000318085,"about_ca_system_score_gemma":0.000030017,"threshold_uncertainty_score":0.72970337},"labels":[],"label_agreement":null},{"id":"W3192521803","doi":"10.1061/9780784483626.041","title":"Cured-in-Place Lining for Watermains: A Municipal Retrospective","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Odor and Emission Control Technologies","field":"Chemical 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 Regina","funders":"","keywords":"Computer science","score_opus":0.021006329442368226,"score_gpt":0.2829874459075525,"score_spread":0.26198111646518424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192521803","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9134334,0.008353754,0.05016761,0.011731081,0.0022797862,0.00079216197,0.00016495775,0.0013596434,0.011717631],"genre_scores_gemma":[0.9894394,0.00018298515,0.0050118403,0.00010221248,0.00041191746,0.00007777185,0.00003869931,0.000033535965,0.0047015813],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989104,0.000014307783,0.00028720702,0.0003232954,0.00011681345,0.00034793178],"domain_scores_gemma":[0.99929655,0.00016917466,0.00003881841,0.0003125646,0.00013163313,0.000051254363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001531202,0.00015387638,0.00029739592,0.000066706896,0.0000467779,0.000028498054,0.00017527632,0.00016192449,0.00019524705],"category_scores_gemma":[0.0016981196,0.00014038886,0.00011811227,0.0002541201,0.00002059275,0.00007497636,0.00012475248,0.00026212417,0.000025965252],"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":[0.00026327555,0.0003178712,0.008938398,0.00031384683,0.00014615264,0.0003401179,0.0023338178,0.010014421,0.9226452,0.0065200455,0.008988624,0.039178215],"study_design_scores_gemma":[0.0036886705,0.000061122926,0.0005822564,0.00039689863,0.000054759366,0.000027617338,0.0026649036,0.52255714,0.36131844,0.003464775,0.10445594,0.00072744203],"about_ca_topic_score_codex":0.000019934818,"about_ca_topic_score_gemma":0.000052535685,"teacher_disagreement_score":0.56132674,"about_ca_system_score_codex":0.00007146296,"about_ca_system_score_gemma":0.000032230455,"threshold_uncertainty_score":0.57248914},"labels":[],"label_agreement":null},{"id":"W3192608070","doi":"10.1061/9780784483602.029","title":"A New Method to Detect Pipe Leaks during Pneumatic Testing","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Water Systems and Optimization","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":"TransCanada (Canada)","funders":"","keywords":"Leak; Gas leak; Volume (thermodynamics); Chemistry; Materials science; Analytical Chemistry (journal); Mechanics; Thermodynamics; Chromatography; Physics","score_opus":0.017572423103590206,"score_gpt":0.24613261674110565,"score_spread":0.22856019363751545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192608070","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.026995448,0.0006337871,0.96848357,0.00013422869,0.00060840044,0.0001292425,0.00000284535,0.00024570586,0.002766802],"genre_scores_gemma":[0.2953135,0.000018967237,0.69523156,0.00005477528,0.0010864618,0.000026492122,0.0000112378375,0.0000877566,0.00816922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999073,0.00004002421,0.00030462912,0.00021121789,0.00012868001,0.00024240109],"domain_scores_gemma":[0.99942946,0.000073591335,0.000024394818,0.00023836282,0.00010555523,0.00012860521],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012656288,0.00015140163,0.00021394892,0.000077069984,0.00005398541,0.00009435909,0.00009091512,0.000056814857,0.00015819276],"category_scores_gemma":[0.00021064984,0.00015440927,0.000049257498,0.00053327,0.0000018469769,0.00009656649,0.000057390003,0.00009460707,0.00016796227],"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":[0.000003170371,0.00000549621,0.00036936472,0.00035317263,0.00003589271,0.000073006326,0.00062135904,0.7460811,0.18859263,0.000009693736,0.0028067657,0.061048344],"study_design_scores_gemma":[0.00074481097,0.000028473363,0.0027021656,0.0007168762,0.00006464063,0.00026648593,0.00027146138,0.50636697,0.4759303,0.00020123448,0.011897223,0.0008093327],"about_ca_topic_score_codex":0.00008103152,"about_ca_topic_score_gemma":0.00021100743,"teacher_disagreement_score":0.2873377,"about_ca_system_score_codex":0.00004338944,"about_ca_system_score_gemma":0.000033797543,"threshold_uncertainty_score":0.62966275},"labels":[],"label_agreement":null},{"id":"W3192622680","doi":"10.1061/9780784483602.027","title":"Inspecting Twin 42” Reinforced Concrete Pipes with Pipe Penetrating Radar Supplemented by LiDAR","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geophysical Methods and Applications","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":"Coquitlam College","funders":"","keywords":"Ground-penetrating radar; Rebar; Lidar; Reinforced concrete; Radar; Engineering; Geology; Remote sensing; Structural engineering; Telecommunications","score_opus":0.009342720934629688,"score_gpt":0.24018367959067458,"score_spread":0.2308409586560449,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192622680","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81685555,0.0012637362,0.16900262,0.0010984958,0.00034398763,0.0005147526,0.00020841157,0.0006425538,0.010069855],"genre_scores_gemma":[0.897248,0.00008611121,0.100051515,0.00017351957,0.0005461083,0.000082630606,0.00037306445,0.000076148215,0.0013628998],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99871564,0.000045631077,0.00036230407,0.00031090243,0.00021079982,0.0003547131],"domain_scores_gemma":[0.99914,0.0001854304,0.000060502796,0.00033954557,0.00015724245,0.00011728124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013527808,0.00023324389,0.0002752061,0.000024255884,0.00014436094,0.00010239957,0.00013823225,0.000061755956,0.0005117896],"category_scores_gemma":[0.000102179256,0.00021915155,0.000070840404,0.00040895317,0.00003286119,0.0001227424,0.00005108157,0.000248673,0.000056437482],"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":[0.000007380363,0.000005563667,0.00024788632,0.000091253016,0.000058483605,0.000017360693,0.00025152904,0.00044733015,0.98782766,0.00059538987,0.0020001836,0.008450005],"study_design_scores_gemma":[0.0016867309,0.000095984244,0.000652129,0.0002598145,0.00011882612,0.00003934767,0.0027960995,0.042799126,0.8624778,0.00024358563,0.08776682,0.0010637376],"about_ca_topic_score_codex":0.000073057854,"about_ca_topic_score_gemma":0.000035258443,"teacher_disagreement_score":0.12534983,"about_ca_system_score_codex":0.000025722215,"about_ca_system_score_gemma":0.0000341504,"threshold_uncertainty_score":0.89367414},"labels":[],"label_agreement":null},{"id":"W3192657302","doi":"10.1061/9780784483619.020","title":"Experimental Study of a Noncircular Corrugated Steel Culvert at Different Shallow Cover Depths","year":2021,"lang":"en","type":"article","venue":"Pipelines 2021","topic":"Geotechnical Engineering and Underground Structures","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":"Queen's University","funders":"","keywords":"Culvert; Thrust; Bending moment; Structural engineering; Geology; Structural load; Span (engineering); Geotechnical engineering; Bending; Foundation (evidence); Engineering","score_opus":0.010958501282001664,"score_gpt":0.2237233341122736,"score_spread":0.21276483283027195,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3192657302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932984,0.002138243,0.0029451225,0.000015589976,0.0005995667,0.00016234379,0.000012652456,0.00015671381,0.00067133293],"genre_scores_gemma":[0.9988537,0.00004286507,0.00012736768,0.0000171925,0.00009852614,0.000024640245,0.00003917355,0.00004468943,0.000751841],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99881476,0.000028798455,0.00034553048,0.00026692092,0.00029421595,0.00024978624],"domain_scores_gemma":[0.9993678,0.000046762627,0.000028445791,0.00038781448,0.00007194876,0.000097255564],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003285039,0.00024758885,0.00036504245,0.000049722374,0.000045247776,0.0000255798,0.00014302206,0.00010521441,0.00061006827],"category_scores_gemma":[0.000039296123,0.00022853767,0.00012162768,0.00019794212,0.000019003242,0.000046099693,0.00011530852,0.00016678532,0.00002629589],"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":[0.000028800729,0.0008876929,0.0026994115,0.00013009875,0.00027773727,0.00017795023,0.00076371816,0.38833642,0.60445875,0.00006460658,0.0014624329,0.00071234966],"study_design_scores_gemma":[0.0050723157,0.0005079101,0.03871175,0.00017346996,0.00022239849,0.00015371265,0.0034822342,0.38896647,0.55078936,0.00006676225,0.010459991,0.0013936408],"about_ca_topic_score_codex":0.00002738703,"about_ca_topic_score_gemma":0.000058744972,"teacher_disagreement_score":0.053669415,"about_ca_system_score_codex":0.000101542515,"about_ca_system_score_gemma":0.000011296338,"threshold_uncertainty_score":0.93194956},"labels":[],"label_agreement":null}]}