{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":22,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":22,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"f15586316f13","filters":{"venue":"Pipelines 2014"}},"results":[{"id":"W1964325897","doi":"10.1061/9780784413692.141","title":"Modeling Spatial and Functional Interdependencies of Civil Infrastructure Networks","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Infrastructure Resilience and Vulnerability Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Interdependence; Asset (computer security); Computer science; Interdependent networks; Asset management; Risk analysis (engineering); Business; Computer security; Finance","authors":[{"name":"Ahmed Atef","is_ca":true},{"name":"Osama Moselhi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005139678636717066,"gpt":0.1915836032316527,"spread":0.1864439245949357,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001899232,0.0001436342,0.0002291611,0.00008901081,0.00005035604,0.00002106362,0.00008681353,0.0001076969,0.0002229596],"category_scores_gemma":[0.00005928524,0.0001224171,0.00006564905,0.0000886545,0.00006175463,0.000105879,0.00004065923,0.0001799252,0.000004438844],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001360713,"about_ca_system_score_gemma":0.000008128275,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007264762,"about_ca_topic_score_gemma":0.0005062452,"domain_scores_codex":[0.999223,0.0000268817,0.0002745998,0.0001577191,0.000149343,0.000168463],"domain_scores_gemma":[0.9996111,0.00005556685,0.00002911864,0.0001793381,0.00007203314,0.00005282128],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008467565,0.000002458489,0.003625029,0.00004546229,0.00002159139,1.087559e-7,0.00005390275,0.9834356,0.0006611276,0.000171026,0.000618656,0.01135662],"study_design_scores_gemma":[0.0001295209,0.00001419477,0.002899875,0.00001572768,0.00002976501,0.00000495397,0.00003725279,0.9943039,0.000289772,0.001860513,0.0002929617,0.0001215801],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1908278,0.0002404767,0.8080229,0.00002929196,0.0002715306,0.00003559298,0.000003182272,0.0000581315,0.0005111255],"genre_scores_gemma":[0.9987106,0.0001003644,0.0006342735,0.00003310118,0.0004756991,0.000003054753,0.00001327819,0.00001405599,0.00001551709],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8078828,"threshold_uncertainty_score":0.4992025,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2316981916","doi":"10.1061/9780784413692.023","title":"Advanced Acoustic Monitoring for PCCP","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"BP (Canada); Intertek (Canada)","funders":"","keywords":"Root mean square; Amplitude; SIGNAL (programming language); Acoustics; Signal processing; Condition monitoring; Vibrating wire; Prestressed concrete; Power (physics); Cylinder; Structural engineering; Environmental science; Computer science; Engineering; Electrical engineering; Telecommunications; Mechanical engineering; Optics; Radar; Physics","authors":[{"name":"Brien L. Clark","is_ca":true},{"name":"Peter O. Paulson","is_ca":true},{"name":"Graham E. C. Bell","is_ca":true},{"name":"Roberto Mascarenhas","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006936454441947486,"gpt":0.2206513524467008,"spread":0.2137148980047533,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009373434,0.000152341,0.0001635833,0.00004814735,0.00004648355,0.00002518478,0.0001080764,0.00008777082,0.000009302807],"category_scores_gemma":[0.0001561536,0.0001418859,0.00006536833,0.00005653777,0.0000118908,0.00005555088,0.00001276055,0.0001134128,0.00002868374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002002529,"about_ca_system_score_gemma":0.000003158305,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002455456,"about_ca_topic_score_gemma":0.000001990278,"domain_scores_codex":[0.9993352,0.000004953679,0.0001683069,0.0001408228,0.00008536773,0.0002653672],"domain_scores_gemma":[0.9995142,0.0001472485,0.00001457753,0.000211294,0.00003910702,0.00007355423],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004792977,0.000003411916,0.00003700649,0.0001175237,0.00001003862,2.494169e-7,0.00001158605,0.9488043,0.02453651,0.0004162804,0.002130826,0.02392754],"study_design_scores_gemma":[0.0006194181,0.00005610239,0.001420486,0.0000535726,0.000030941,0.000007642566,0.0000167702,0.8733432,0.008180608,0.004211829,0.1116306,0.000428845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03890817,0.0004986975,0.9564552,0.00006949822,0.001875444,0.0001435851,0.000005869958,0.001068307,0.0009752504],"genre_scores_gemma":[0.9877375,0.00005589359,0.01104968,0.00001581056,0.0007989114,0.00004218811,0.000005760607,0.00004622102,0.0002480496],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9488293,"threshold_uncertainty_score":0.5785939,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2077433750","doi":"10.1061/9780784413692.019","title":"Field Trial: Inspection of Cement Mortar-Lined Ductile Iron Pipe","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Brampton Civic Hospital; Intertek (Canada)","funders":"","keywords":"Magnetic flux leakage; Mortar; Pipeline transport; Leak; Leakage (economics); Pipeline (software); Structural engineering; Field trial; Engineering; Marine engineering; Cement; Forensic engineering; Materials science; Mechanical engineering; Geotechnical engineering; Composite material","authors":[{"name":"Viet-Hung Nguyen","is_ca":true},{"name":"C A White","is_ca":true},{"name":"H. Jefferson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006456015777469164,"gpt":0.2116074517616348,"spread":0.2051514359841656,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001410373,0.000156473,0.0002282803,0.00008792331,0.00003107117,0.00001323702,0.0001052758,0.0001198416,0.000098807],"category_scores_gemma":[0.0001374039,0.0001422672,0.00008193428,0.0001039944,0.00001783015,0.00005215157,0.00001943822,0.0001561935,0.00002305189],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001993524,"about_ca_system_score_gemma":0.00000505961,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009274809,"about_ca_topic_score_gemma":0.00002445537,"domain_scores_codex":[0.9991607,0.00001527451,0.0003325981,0.0001499353,0.0001553257,0.0001861743],"domain_scores_gemma":[0.9994805,0.00008313639,0.00004227977,0.0002957303,0.0000399396,0.00005835192],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001836264,0.00015635,0.0001903505,0.0006623811,0.0001017521,0.000002455719,0.0001483425,0.8313883,0.04885225,0.005374663,0.08504741,0.02623949],"study_design_scores_gemma":[0.01567294,0.001716907,0.001735657,0.0001094364,0.0001391353,0.000017566,0.0000606863,0.7246369,0.05828154,0.00526707,0.1912949,0.001067235],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5130644,0.0004540727,0.4733792,0.0005674782,0.004338496,0.0004265337,0.0000072309,0.001743289,0.006019337],"genre_scores_gemma":[0.9981886,0.00007572734,0.0008298961,0.00003639851,0.0006166803,0.00001638139,0.00001039475,0.00002815186,0.0001978319],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4851241,"threshold_uncertainty_score":0.5801488,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2136397510","doi":"10.1061/9780784413692.021","title":"Risk-Based Condition Assessment and Rehabilitation Planning in Colorado Springs","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Research Manitoba","funders":"","keywords":"Prioritization; Metropolitan area; Risk assessment; Population; Potable water; Rationalization (economics); Software deployment; Rehabilitation; Civil engineering; Computer science; Engineering; Environmental planning; Environmental science; Environmental engineering; Geography","authors":[{"name":"Chris Macey","is_ca":true},{"name":"Darlene Garcia","is_ca":true},{"name":"Brad Croft","is_ca":true},{"name":"James Davidson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004387879718572606,"gpt":0.2412406145017876,"spread":0.236852734783215,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002771036,0.0001116144,0.000137896,0.0001160737,0.00003138697,0.00002680263,0.0000401354,0.00008123861,0.000008963382],"category_scores_gemma":[0.0001365607,0.0001101194,0.00002343614,0.00007586409,0.00002653284,0.00006096902,0.000008769221,0.0001855847,0.000004684759],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004343181,"about_ca_system_score_gemma":0.000005552467,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000393651,"about_ca_topic_score_gemma":0.00001672024,"domain_scores_codex":[0.9994154,0.00003099287,0.0001851328,0.0001355383,0.00008863673,0.0001442908],"domain_scores_gemma":[0.9994734,0.0003182328,0.00002658529,0.0001184368,0.00001877726,0.00004454694],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004864434,0.000007971471,0.01923025,0.00009685929,0.000003924477,7.43158e-7,0.0000451168,0.9751042,0.0009686852,0.001108272,0.0008035169,0.002625644],"study_design_scores_gemma":[0.0003622516,0.00004518259,0.2987354,0.00004194399,0.000006224749,0.000001128825,0.00001489327,0.6948639,0.00006563747,0.002174808,0.003567516,0.0001211781],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7716511,0.0000965267,0.2270419,0.0001927838,0.0001815456,0.0001007849,0.000003723516,0.0002956716,0.0004359492],"genre_scores_gemma":[0.9902085,0.00001202542,0.009636599,0.00002774046,0.00006046173,0.00001872988,0.00001266828,0.00001748349,0.000005786144],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2802403,"threshold_uncertainty_score":0.4490541,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2153950252","doi":"10.1061/9780784413692.105","title":"Safeguarding a Buried Pipeline in a Landslide Region","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Spinal Cord Injury Alberta","funders":"","keywords":"Pipeline transport; Landslide; Geology; Geotechnical engineering; Pipeline (software); Mining engineering; Engineering","authors":[{"name":"David Y. F. Ho","is_ca":true},{"name":"Nathan Wilbourn","is_ca":true},{"name":"Alvaro Vega","is_ca":true},{"name":"Jesus Tache","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006394200506031148,"gpt":0.1958277234166867,"spread":0.1894335229106556,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002012659,0.0001956803,0.0002580486,0.0001603619,0.00002749898,0.00002979632,0.0001294878,0.0001337544,0.00001787623],"category_scores_gemma":[0.0001541636,0.0001793137,0.00006588068,0.0001835117,0.00001455454,0.00006898897,0.00002472165,0.0002483337,0.00005502881],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000351898,"about_ca_system_score_gemma":0.000005122664,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004335572,"about_ca_topic_score_gemma":0.00004219254,"domain_scores_codex":[0.9990346,0.00002261478,0.0003020186,0.0001921487,0.0001255643,0.0003230486],"domain_scores_gemma":[0.9994904,0.00009811414,0.0000214726,0.0002838814,0.0000245209,0.00008162716],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002783452,0.00002307651,0.00111058,0.0001916163,0.00001689498,0.00002488404,0.0001309351,0.9221002,0.004740274,0.003340171,0.03551105,0.03278244],"study_design_scores_gemma":[0.0009624048,0.00002761772,0.002769816,0.00009931145,0.00001499754,0.00006025568,0.00002158468,0.7731209,0.0009039136,0.004562279,0.2169633,0.0004935953],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06357142,0.0006407715,0.9213839,0.0007488764,0.0008952328,0.0001793584,0.000002829666,0.001456314,0.01112133],"genre_scores_gemma":[0.9970997,0.00007781614,0.001820313,0.00007633832,0.0005587551,0.00001372979,0.00001036018,0.00004248494,0.0003005149],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9335282,"threshold_uncertainty_score":0.7312202,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2168997797","doi":"10.1061/9780784413692.025","title":"Predicting the Remaining Life of Asbestos Cement Pipe with Acoustic Wall Thickness Testing","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hydrogenics (Canada)","funders":"","keywords":"Asbestos cement; Cement; Service life; Prioritization; Mains electricity; Forensic engineering; Water pipe; Service (business); Engineering; Environmental science; Asbestos; Materials science; Reliability engineering; Composite material; Mechanical engineering","authors":[{"name":"Gregory K. Robbins","is_ca":true},{"name":"Dave Johnston","is_ca":true},{"name":"Kevin Laven","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01120546841249857,"gpt":0.198223207448601,"spread":0.1870177390361024,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004496233,0.0002196162,0.0002575886,0.00005787935,0.0001043742,0.00003384574,0.0002190957,0.00009244621,0.00001208537],"category_scores_gemma":[0.0007649184,0.0001414575,0.00004382532,0.0001966554,0.00005860544,0.00005826051,0.00004236196,0.0003224995,0.000006627641],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001901813,"about_ca_system_score_gemma":0.00002279863,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007283557,"about_ca_topic_score_gemma":0.00003208322,"domain_scores_codex":[0.998828,0.00003097748,0.00036243,0.0001840155,0.0002753634,0.0003192457],"domain_scores_gemma":[0.9987685,0.0005763511,0.00008097321,0.0003725871,0.0001089977,0.00009256812],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000007010688,0.000007172733,0.001774357,0.0002042699,0.00003164621,0.00000103337,0.0001425652,0.9893773,0.005815889,0.000205674,0.0002878164,0.00214533],"study_design_scores_gemma":[0.0003032815,0.00009142117,0.005378041,0.0002056984,0.00007125431,0.00003255456,0.0001073092,0.9912193,0.0004535778,0.0002780334,0.001615828,0.0002436391],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3085653,0.0004308261,0.6858488,0.0003032119,0.0004846205,0.0002558193,0.00000409902,0.0009648139,0.003142523],"genre_scores_gemma":[0.9950792,0.0000149275,0.004381855,0.00008237456,0.0003238065,0.00001850674,0.000003731019,0.00005093322,0.00004470406],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6865138,"threshold_uncertainty_score":0.5768471,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2000548656","doi":"10.1061/9780784413692.088","title":"A Quasi-Two-Phase Flow Model for Calculating Filling in Pipelines","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Water Systems and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Water hammer; Mechanics; Flow (mathematics); Two-phase flow; Transient (computer programming); Transient flow; Pipe flow; Airflow; Materials science; Pipeline transport; Engineering; Environmental science; Surge; Mechanical engineering; Computer science; Physics; Electrical engineering; Turbulence","authors":[{"name":"Ahmad Malekpour","is_ca":true},{"name":"Bryan Karney","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0190845082337716,"gpt":0.2628421641738679,"spread":0.2437576559400962,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004027123,0.0001964777,0.0002794088,0.0001301259,0.00005280282,0.00004817284,0.0001150365,0.00009093941,0.000008216366],"category_scores_gemma":[0.0001167566,0.0001836186,0.00007599285,0.0001064155,0.000009319644,0.0001541261,0.00001767644,0.0000849984,0.00002644882],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003084839,"about_ca_system_score_gemma":0.000009231488,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006309411,"about_ca_topic_score_gemma":0.0006082732,"domain_scores_codex":[0.9988502,0.00002393296,0.0004871819,0.0002200178,0.0001077992,0.0003108608],"domain_scores_gemma":[0.9994879,0.0000851389,0.00005023148,0.0002178419,0.00009305124,0.00006583335],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001023745,0.00003218624,0.0001946033,0.0001317591,0.000005008365,3.974439e-7,0.0003285403,0.9903305,0.0004751636,0.00009350332,0.003606138,0.004791979],"study_design_scores_gemma":[0.001525539,0.00002472299,0.000008573504,0.00007888096,0.00001073023,0.0000018777,0.0000181802,0.9955193,0.0003735969,0.0003015683,0.001901532,0.0002355074],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02145066,0.0001761762,0.9769223,0.00006872835,0.000485392,0.00029238,0.00002219462,0.0002315977,0.000350623],"genre_scores_gemma":[0.9415805,0.00001565864,0.05685676,0.00004970105,0.0008042505,0.00008021985,0.00008243843,0.00006742043,0.0004630493],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9201298,"threshold_uncertainty_score":0.7487749,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2070602169","doi":"10.1061/9780784413692.013","title":"Tucson Water's Homegrown Condition Assessment of PCCP","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Intertek (Canada)","funders":"","keywords":"Pipeline (software); Pipeline transport; Mile; Forensic engineering; Engineering; Civil engineering; Environmental science; Geology; Environmental engineering; Mechanical engineering","authors":[{"name":"Myron Shenkiryk","is_ca":true},{"name":"Britt Klein","is_ca":true},{"name":"Allison Stroebele","is_ca":true},{"name":"Sheldon Franchuk","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004456150744062402,"gpt":0.2216334187612071,"spread":0.2171772680171447,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001503478,0.0001375172,0.0002034084,0.00007365354,0.0000240576,0.00001597618,0.0000973289,0.00009343954,0.0001016603],"category_scores_gemma":[0.0000199323,0.0001036064,0.00006145599,0.00004784017,0.00002439131,0.00006255239,0.00001904167,0.0001359268,0.0000225821],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002193827,"about_ca_system_score_gemma":0.00000304016,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001005269,"about_ca_topic_score_gemma":0.000003995062,"domain_scores_codex":[0.9992921,0.00001664854,0.0002334166,0.000117267,0.0001396709,0.0002008586],"domain_scores_gemma":[0.9996182,0.00004602004,0.00001947784,0.0002198831,0.00003961255,0.0000568412],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000003810744,0.00002587041,0.0001898707,0.0003859653,0.00003617088,0.000001772446,0.00004525288,0.7766522,0.1993909,0.006688161,0.009577126,0.00700292],"study_design_scores_gemma":[0.0005979866,0.0000973893,0.008731545,0.00006308439,0.00004083247,0.00002098805,0.00001329151,0.8385295,0.06627388,0.006979096,0.07821205,0.0004403866],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2967141,0.0001760147,0.6930246,0.0002023128,0.0009226422,0.0001388353,0.00001418907,0.0007778762,0.008029478],"genre_scores_gemma":[0.9977273,0.00003912904,0.001833996,0.00001996838,0.0001924442,0.000009416132,0.00004236544,0.00002543183,0.0001099303],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7010132,"threshold_uncertainty_score":0.4224947,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2102552432","doi":"10.1061/9780784413692.018","title":"Corrosion Control Strategies to Protect Linear Assets: Dundas Street Sanitary Sewer and Forcemain Project, Oakville in the Region of Halton, Ontario, Canada","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Underground infrastructure and sustainability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Canadian Sleep Society; Regional Municipality of Waterloo","funders":"","keywords":"Precast concrete; Population; Twin cities; Boulevard; Environmental science; Sanitary sewer; Sewage treatment; Combined sewer; Engineering; Civil engineering; Environmental engineering; Geography; Metropolitan area; Archaeology; Stormwater","authors":[{"name":"Mark Swan","is_ca":true},{"name":"Rick Ranalli","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005247740224129605,"gpt":0.200747902743,"spread":0.1955001625188704,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003335355,0.0001940143,0.0002763596,0.00007201034,0.00006192252,0.00003355456,0.0001653871,0.00008322729,0.00001652718],"category_scores_gemma":[0.0001140901,0.0001372069,0.00003241805,0.0001312964,0.00004992696,0.000148848,0.00002548963,0.0002251015,5.66866e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001747308,"about_ca_system_score_gemma":0.0003293875,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.7111637,"about_ca_topic_score_gemma":0.9725958,"domain_scores_codex":[0.9988776,0.0001128274,0.0003404764,0.0001987778,0.0002008041,0.000269476],"domain_scores_gemma":[0.9993311,0.0001516299,0.00004978412,0.0003102593,0.0001082686,0.00004891411],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001142844,0.0002879553,0.3053651,0.003769903,0.00015752,0.0001211611,0.01915454,0.2761179,0.009106801,0.009600624,0.3608834,0.01429217],"study_design_scores_gemma":[0.007204143,0.002001611,0.3344803,0.0005061083,0.0002001833,0.0001522968,0.02394225,0.2261121,0.00184508,0.02586478,0.3752142,0.002476933],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9399143,0.0001453611,0.05545585,0.0006643783,0.0002498784,0.001472355,0.00001784842,0.00005979848,0.002020176],"genre_scores_gemma":[0.9991074,0.000007497636,0.0003875553,0.0002438171,0.0001109164,0.00005452186,0.00001480921,0.00001841023,0.00005508306],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2614321,"threshold_uncertainty_score":0.5595137,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2095647628","doi":"10.1061/9780784413692.020","title":"Concrete Bar-Wrapped Cylinder Pipe (C303) Condition Assessment Increases the Reliability of the City of Calgary's Water Infrastructure","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Pure North; Calgary Laboratory Services","funders":"","keywords":"Pipeline (software); Economic shortage; Engineering; Forensic engineering; Civil engineering; Mechanical engineering; Government (linguistics)","authors":[{"name":"Joanna Fugler","is_ca":true},{"name":"Andy Hughes","is_ca":true},{"name":"T F Ross","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004183066669588078,"gpt":0.2099887003491378,"spread":0.2058056336795498,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004437763,0.0002285289,0.0003334275,0.0000371475,0.00008240242,0.00001768943,0.0003246865,0.0001764955,0.0001698609],"category_scores_gemma":[0.0002128029,0.0001130227,0.0001627572,0.00009827688,0.0002146973,0.00006500239,0.00009580171,0.0003749633,0.000003293435],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003412014,"about_ca_system_score_gemma":0.00002126446,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002263599,"about_ca_topic_score_gemma":0.00001491643,"domain_scores_codex":[0.9986669,0.0001181085,0.0004759981,0.0001867025,0.000300582,0.0002517427],"domain_scores_gemma":[0.9987917,0.0002443056,0.00008356213,0.0006744821,0.0001466377,0.00005931448],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00008851984,0.0000463668,0.02665079,0.001256676,0.0002141326,0.000001193305,0.0003761099,0.6961113,0.2553816,0.007135106,0.01046413,0.002274137],"study_design_scores_gemma":[0.001312714,0.0001163342,0.544349,0.0001107417,0.000206116,0.00002379638,0.00006020448,0.3201585,0.09507824,0.01825312,0.01972803,0.000603186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9261093,0.00008179484,0.07140309,0.0002944644,0.0005306352,0.0002772434,0.00003128432,0.000136477,0.001135707],"genre_scores_gemma":[0.9990111,0.0000201511,0.0006454939,0.0000781583,0.0001335538,0.00001522241,0.00002774396,0.00002527943,0.00004330727],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5176982,"threshold_uncertainty_score":0.4608933,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006623079","doi":"10.1061/9780784413692.017","title":"What In-Line Technologies Work Best for Condition Assessment of Pipelines and Why","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Pipeline transport; Magnetic flux leakage; Pipeline (software); Leakage (economics); Engineering; Line (geometry); Oil field; Computer science; Asset (computer security); Petroleum engineering; Marine engineering; Mechanical engineering; Computer security","authors":[{"name":"D.E. Russell","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01566804937836601,"gpt":0.2840191508905643,"spread":0.2683511015121983,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002715835,0.0001502483,0.0003307735,0.0001697178,0.00003120219,0.00004241905,0.0001229604,0.000173687,0.00001910947],"category_scores_gemma":[0.0002056448,0.000120727,0.00007597261,0.0002055773,0.0001177207,0.0002159695,0.00003109486,0.0001550398,0.000003745467],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002196124,"about_ca_system_score_gemma":0.000005279809,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003931262,"about_ca_topic_score_gemma":0.000192054,"domain_scores_codex":[0.9991642,0.00002077667,0.000370725,0.0001826947,0.00009830123,0.0001633565],"domain_scores_gemma":[0.9993114,0.0002687994,0.0000572103,0.0002148661,0.000123821,0.00002393165],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001675409,0.0003858869,0.08498492,0.004604084,0.0004374328,0.000003251107,0.0007184056,0.2959651,0.03496921,0.01160579,0.02844534,0.5377131],"study_design_scores_gemma":[0.001495846,0.0002490086,0.009500016,0.0008194605,0.0002376351,0.00000684828,0.002315961,0.8948627,0.02270716,0.04455943,0.02251735,0.0007286309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8891284,0.003861807,0.09960309,0.004916933,0.001341393,0.0005045967,0.00003298624,0.0003975521,0.0002132135],"genre_scores_gemma":[0.9921296,0.002322745,0.00523052,0.0000459347,0.0001171249,0.00003586813,0.00003884418,0.00001459715,0.00006473707],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5988976,"threshold_uncertainty_score":0.4923105,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2095764942","doi":"10.1061/9780784413692.155","title":"National Survey on the Trends in Small-Diameter Water Pipeline Failures","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Pipeline transport; Pipeline (software); Population; Survey data collection; Environmental science; Survey research; Geological survey; Mile; Geography; Hydrology (agriculture); Engineering; Statistics; Environmental engineering; Geology; Mathematics; Demography; Socioeconomics; Geotechnical engineering","authors":[{"name":"C. Vipulanandan","is_ca":false},{"name":"H. Hovsepian","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02089072889783702,"gpt":0.2265780014846281,"spread":0.205687272586791,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006856303,0.0002037069,0.0001823003,0.0001907767,0.00003944665,0.00004699843,0.000193894,0.000115364,0.0002067863],"category_scores_gemma":[0.0002312003,0.000116171,0.00006679645,0.0001405064,0.00002944732,0.00003423813,0.0000263316,0.0002893341,0.0001451524],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002943958,"about_ca_system_score_gemma":0.000003535749,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002071941,"about_ca_topic_score_gemma":0.001010995,"domain_scores_codex":[0.9989977,0.00007300633,0.0002625271,0.0001866215,0.0001789722,0.000301098],"domain_scores_gemma":[0.9992746,0.0003624845,0.00001358759,0.0002441719,0.00005576051,0.00004943008],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002151765,0.00002979273,0.0005447933,0.00002106843,0.00002099515,0.000001458818,0.00006656713,0.9037622,0.001864098,0.003237927,0.08037202,0.01005761],"study_design_scores_gemma":[0.0007473518,0.00005823695,0.08800084,0.00003641908,0.00001070613,0.000007674902,0.00000794751,0.7820172,0.003826702,0.006235201,0.1184049,0.000646794],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7312394,0.000451933,0.2124539,0.01332393,0.003931228,0.0005388988,0.0001745469,0.002464295,0.03542183],"genre_scores_gemma":[0.9980792,0.000009797277,0.0003124394,0.0002785761,0.0003133878,0.00001614982,0.00009044604,0.00003566795,0.0008643342],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2668398,"threshold_uncertainty_score":0.4737318,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2145038419","doi":"10.1061/9780784413692.080","title":"Numerical Analysis of Submerged Soil Behavior in Pipeline Installations Crossing Rivers","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Institute of Health Economics","funders":"","keywords":"von Mises yield criterion; Finite element method; Geotechnical engineering; Trench; Overburden; Pipeline (software); Trenchless technology; Stress (linguistics); Geology; Environmental science; Pipeline transport; Engineering; Structural engineering; Materials science","authors":[{"name":"Jinsung Cho","is_ca":true},{"name":"Jason S. Lueke","is_ca":true},{"name":"Samuel T. Ariaratnam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008231969208205165,"gpt":0.2288976438738667,"spread":0.2206656746656615,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001576798,0.0001674623,0.0003844233,0.0004540465,0.00004472071,0.00003043209,0.0001212164,0.0001205675,0.00007292849],"category_scores_gemma":[0.0001162319,0.0001646787,0.0001598519,0.0008625315,0.00005875391,0.00007132382,0.00001861666,0.0001871643,0.000007986258],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003653626,"about_ca_system_score_gemma":0.00001114004,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002677768,"about_ca_topic_score_gemma":0.0002651674,"domain_scores_codex":[0.9989612,0.0000237495,0.0004316968,0.0001742785,0.0001637791,0.000245275],"domain_scores_gemma":[0.9994828,0.00007344368,0.0000441422,0.0002704907,0.00005198236,0.00007717268],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000004685863,0.00002259157,0.007738861,0.00002313037,0.00004644492,0.000001191731,0.00005211559,0.9835307,0.004224523,0.000188415,0.0002275376,0.003939775],"study_design_scores_gemma":[0.0002448909,0.00001102214,0.123205,0.00000919234,0.0001973967,0.000001353821,0.000008958434,0.8737599,0.0005484036,0.0001192332,0.001711126,0.0001836101],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7171251,0.0001564464,0.2810182,0.00005114971,0.0002644856,0.00008001285,0.00001496043,0.0002842977,0.001005387],"genre_scores_gemma":[0.9981958,0.00002380793,0.001566582,0.00001335743,0.00006723167,0.00001025058,0.00003861028,0.00002430102,0.0000600349],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2810707,"threshold_uncertainty_score":0.6715404,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2313439000","doi":"10.1061/9780784413692.193","title":"Environmental and Design Challenges for a 1,500 mm Diameter Steel Pipeline River Crossing","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Cameco (Canada)","funders":"U.S. Army Corps of Engineers","keywords":"Cofferdam; Siltation; Environmental science; Bank; Water quality; Population; Habitat; Hydrology (agriculture); Engineering; Civil engineering; Geology; Geotechnical engineering; Sediment; Ecology","authors":[{"name":"G.H.F. Mak","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01544811452303852,"gpt":0.2071828444688838,"spread":0.1917347299458453,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002167261,0.000237486,0.0002406388,0.00006372945,0.00009995366,0.00007134592,0.00009468589,0.0001379004,0.00001560088],"category_scores_gemma":[0.00006145443,0.0002120119,0.00006617775,0.00002187037,0.0001041229,0.0000889463,0.00003099284,0.000129921,0.0000217727],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002245815,"about_ca_system_score_gemma":0.000003803391,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003935719,"about_ca_topic_score_gemma":0.000003126816,"domain_scores_codex":[0.9990907,0.00002161806,0.0002204973,0.0002492736,0.0001087944,0.0003091221],"domain_scores_gemma":[0.9993839,0.0002546454,0.00002501555,0.000221379,0.00001135706,0.0001037556],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009845589,0.00008376366,0.0001765771,0.0007967344,0.0001292736,0.000004784888,0.001215639,0.4050797,0.05941673,0.001703365,0.0110031,0.5202919],"study_design_scores_gemma":[0.001071859,0.0001141115,0.005501451,0.00004258576,0.00005456707,0.0000287459,0.0000380893,0.8701643,0.002542825,0.004657847,0.115193,0.0005905701],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03687653,0.004337181,0.9573637,0.0001872914,0.0003596509,0.0002469817,0.00001846555,0.0003999262,0.000210253],"genre_scores_gemma":[0.9715972,0.0005868597,0.02707106,0.00005902003,0.0003942676,0.00003644998,0.000008297353,0.00006025509,0.0001865786],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9347207,"threshold_uncertainty_score":0.8645597,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1966515976","doi":"10.1061/9780784413692.132","title":"Rehabilitation of the Deacon Reservoir Cell 1 and 2 Interconnector Pipes by Sliplining Methods under Full Reservoir Head","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Winnipeg; Aecom (Canada)","funders":"","keywords":"Installation; Water supply; Service life; Population; Storage tank; Precast concrete; Environmental science; Engineering; Civil engineering; Waste management; Environmental engineering; Reliability engineering; Mechanical engineering","authors":[{"name":"Chris Macey","is_ca":true},{"name":"Marv McDonald","is_ca":true},{"name":"Ron Sorokowski","is_ca":true},{"name":"Adam Braun","is_ca":true},{"name":"Jordan Thompson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009597883530922306,"gpt":0.2627910827785347,"spread":0.2531931992476125,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007134654,0.0002011165,0.0002751039,0.00007034058,0.00007042113,0.00003029423,0.0002199992,0.0001589801,0.00001775041],"category_scores_gemma":[0.0005184275,0.0001480923,0.00008857725,0.0001451436,0.00008634036,0.00009650904,0.00007268252,0.0002804716,0.000003939781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002677587,"about_ca_system_score_gemma":0.000008720234,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009080421,"about_ca_topic_score_gemma":0.0001024598,"domain_scores_codex":[0.9988388,0.0001681913,0.000385896,0.0002263424,0.0001478279,0.0002329827],"domain_scores_gemma":[0.998236,0.001120667,0.00006234579,0.0004364748,0.0000712903,0.00007323708],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005501181,0.00003909131,0.0005434757,0.0009837298,0.00004907684,1.860344e-7,0.0006874166,0.6291221,0.3359778,0.002979299,0.02213452,0.007428317],"study_design_scores_gemma":[0.00126927,0.0003690715,0.006661218,0.0003176564,0.00008439984,0.00001276153,0.0004739172,0.8021472,0.04903388,0.02756109,0.1112847,0.0007849621],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7283027,0.001288185,0.2674746,0.0009251347,0.000542615,0.0001548581,0.000009927773,0.0002386326,0.001063371],"genre_scores_gemma":[0.9686254,0.00006069835,0.03088884,0.00003946134,0.0001142689,0.00001154123,0.000005867744,0.00004044146,0.0002134825],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2869439,"threshold_uncertainty_score":0.6039028,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2168388487","doi":"10.1061/9780784413692.136","title":"Tacoma's Pipeline Assessment Project: Replacing the Right Mains at the Right Time","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Water Systems and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hydrogenics (Canada)","funders":"","keywords":"Mains electricity; Pipeline (software); Prioritization; Capital (architecture); Water supply; Service (business); Electricity; Service life; Computer science; Environmental science; Engineering; Business; Environmental engineering; Electrical engineering; Reliability engineering","authors":[{"name":"Robert Murphy Flynn","is_ca":true},{"name":"Mike Coleman","is_ca":true},{"name":"Kevin Laven","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00525532245926735,"gpt":0.216516831710839,"spread":0.2112615092515717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009536808,0.000261551,0.0002537897,0.00006313827,0.0003311003,0.0001281016,0.000356978,0.00009724713,0.0003892193],"category_scores_gemma":[0.00004361562,0.0001315924,0.0000989104,0.0001703878,0.00004977827,0.0001263037,0.0001035531,0.0001985457,0.0007369833],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001032989,"about_ca_system_score_gemma":0.00001912214,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007953491,"about_ca_topic_score_gemma":0.0004752987,"domain_scores_codex":[0.9984721,0.0001581082,0.0004585013,0.0002692107,0.0002853674,0.0003567318],"domain_scores_gemma":[0.9988143,0.0001904576,0.0001012205,0.0007496357,0.00009212379,0.00005227373],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000008083031,0.00002099659,0.0004187338,0.00006552784,0.00003823998,0.000003249824,0.0003088946,0.08117121,0.001098549,0.0006980246,0.9153938,0.0007747159],"study_design_scores_gemma":[0.0002211236,0.00001328232,0.0002793379,0.00002893493,0.00002989914,0.00002164243,0.00001129272,0.5502732,0.001127924,0.00008097412,0.4477411,0.0001712923],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0344774,0.00149666,0.616441,0.01000626,0.006621358,0.003323334,0.000111381,0.002220107,0.3253025],"genre_scores_gemma":[0.9124807,0.00009659322,0.002170864,0.000502216,0.003305059,0.000161658,0.0001813295,0.0001438534,0.0809578],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8780032,"threshold_uncertainty_score":0.9472674,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2330551045","doi":"10.1061/9780784413692.048","title":"Mill Wood's Double Barrel Replacement Tunnels","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Tunneling and Rock Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Vanguard College","funders":"","keywords":"Mill; Barrel (horology); Engineering; Mandate; Process (computing); Project team; Construction engineering; Service (business); Civil engineering; Computer science; Mechanical engineering; Systems engineering; Business","authors":[{"name":"Mohammed Al-Bataineh","is_ca":true},{"name":"Shavindranath Fernando","is_ca":true},{"name":"S. M. Samindi M. K. Samarakoon","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009028022925191916,"gpt":0.2072730730773644,"spread":0.1982450501521725,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000340839,0.0002062061,0.0002122987,0.00007211814,0.00008420834,0.00003028271,0.0001925737,0.0001101718,0.0001729571],"category_scores_gemma":[0.00003863471,0.0001846576,0.00007804969,0.00008778842,0.000008162389,0.00006309965,0.00004824739,0.0001577959,0.001163056],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002915977,"about_ca_system_score_gemma":0.000008047885,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002625763,"about_ca_topic_score_gemma":0.00001619175,"domain_scores_codex":[0.9989398,0.00002037174,0.0002855094,0.0002347474,0.0001759971,0.0003435463],"domain_scores_gemma":[0.999284,0.00004891689,0.0000319433,0.0004415758,0.00006180108,0.000131712],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001755157,0.0001438336,0.0004337702,0.0005370596,0.0001608474,0.000007415203,0.001431641,0.3270542,0.0391943,0.00558875,0.5933202,0.03195245],"study_design_scores_gemma":[0.001424955,0.00005992726,0.00005256152,0.00006371972,0.00003602109,0.00001212698,0.00006129104,0.596319,0.01837699,0.001035053,0.382069,0.0004893123],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2637345,0.003207073,0.6937642,0.001005949,0.01072051,0.0005823754,0.00002533343,0.003461233,0.02349889],"genre_scores_gemma":[0.9940395,0.0002232601,0.001903147,0.000188651,0.0009665803,0.00001827375,0.00001700269,0.00006778399,0.002575852],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.730305,"threshold_uncertainty_score":0.9996147,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333353852","doi":"10.1061/9780784413692.134","title":"Tell Me the Available Fire Flow for Every Pipe in the System: Integration of Model Calibration, Infrastructure Planning, and Operation","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Water Systems and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Custom Security Industries (Canada); Aecom (Canada); Canadian Water and Wastewater Association","funders":"","keywords":"Leverage (statistics); Computer science; Fire protection; Redundancy (engineering); Water flow; Calibration; Environmental science; Engineering; Reliability engineering; Civil engineering; Environmental engineering","authors":[{"name":"Benny Wan","is_ca":true},{"name":"Imran Motala","is_ca":true},{"name":"Steven Jobson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01219683275369764,"gpt":0.2068231406180014,"spread":0.1946263078643037,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003859285,0.0001013692,0.0001263779,0.00003554832,0.00006961345,0.00006667549,0.0001017874,0.00007434344,0.000003947423],"category_scores_gemma":[0.00003686591,0.00005687789,0.0000202974,0.00006140934,0.00001388797,0.0002047523,0.000009216777,0.00006281335,0.000002415855],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001512061,"about_ca_system_score_gemma":0.00001000214,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004147257,"about_ca_topic_score_gemma":0.00009853753,"domain_scores_codex":[0.9993948,0.0000489631,0.0002731174,0.0001024478,0.00009062133,0.00008998731],"domain_scores_gemma":[0.9996443,0.00006418388,0.00004941562,0.0001679676,0.0000612068,0.00001291495],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000005908224,0.000002375539,0.0004292307,0.0001422821,0.000003507365,3.275759e-8,0.001594383,0.9581731,0.0007714729,0.0003933123,0.03828792,0.000196489],"study_design_scores_gemma":[0.0001790097,0.00001454342,0.0002646238,0.00006389392,0.00001157108,0.000002769125,0.0002716419,0.9973181,0.0008364702,0.0001140184,0.0008548312,0.00006852447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03127118,0.000503458,0.966763,0.0001316972,0.0002675873,0.0005107738,0.00001825032,0.00005337657,0.000480705],"genre_scores_gemma":[0.9955847,0.00002574606,0.003742491,0.00004488966,0.0002127898,0.00005924375,0.00007708401,0.00001602956,0.0002369967],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9643136,"threshold_uncertainty_score":0.2319413,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2146480214","doi":"10.1061/9780784413692.022","title":"Initial Condition Assessment of the 3,000 mm (120 in.) Diameter Primary Trunk Interceptor for the Region of York","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Aecom (Canada); Regional Municipality of Durham","funders":"","keywords":"Population; Environmental science; Channel (broadcasting); Engineering; Truck; Geotechnical engineering; Hydrology (agriculture); Civil engineering; Telecommunications","authors":[{"name":"Christopher Macey","is_ca":true},{"name":"John Murphy","is_ca":true},{"name":"Devan G. Thomas","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01208724442592055,"gpt":0.248751337449873,"spread":0.2366640930239525,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001610265,0.0001118499,0.0001944791,0.00004838534,0.00002302774,0.000008992795,0.0001807144,0.0000849194,0.00001817968],"category_scores_gemma":[0.00006014512,0.00006708976,0.0001040923,0.00008145021,0.00006002308,0.00003424628,0.00002707967,0.0001474579,6.60224e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002858681,"about_ca_system_score_gemma":0.000009145143,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003517915,"about_ca_topic_score_gemma":0.00002335989,"domain_scores_codex":[0.9993317,0.00003004772,0.0002983894,0.0000950467,0.0001160055,0.0001288745],"domain_scores_gemma":[0.9992718,0.0003504675,0.00006132411,0.0002623653,0.00003543925,0.00001862341],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001085804,0.0001248551,0.001989458,0.001734285,0.0001766847,6.758161e-7,0.0008325581,0.837675,0.0490384,0.009791772,0.03030521,0.06822252],"study_design_scores_gemma":[0.002108966,0.0002660063,0.2140559,0.0004262891,0.0001425534,0.0000180124,0.0001232027,0.7105249,0.007913035,0.007050492,0.05684932,0.0005212435],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2355708,0.0002341911,0.760251,0.000374164,0.001449474,0.000537838,0.00003497129,0.0001243983,0.001423153],"genre_scores_gemma":[0.9984117,0.00002579088,0.001208816,0.00006030266,0.0001910813,0.00003625669,0.00001105882,0.00002017944,0.00003484114],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7628409,"threshold_uncertainty_score":0.2735841,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2324533366","doi":"10.1061/9780784413692.075","title":"A Nonoscillatory Shock Capturing-Based Numerical Model for Calculating Highly Transient Mixed Flow in Pipelines","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Computational Fluid Dynamics and Aerodynamics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Transient (computer programming); Godunov's scheme; Flow (mathematics); Viscosity; Solver; Mechanics; Riemann solver; Roe solver; Shock (circulatory); Computer simulation; Momentum (technical analysis); Shock wave; Numerical analysis; Computer science; Applied mathematics; Mathematics; Mathematical optimization; Physics; Mathematical analysis; Thermodynamics","authors":[{"name":"Ahmad Malekpour","is_ca":true},{"name":"Bryan Karney","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009114913568934969,"gpt":0.2144508126752755,"spread":0.2053358991063406,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002872901,0.0002817546,0.0003496945,0.0001601972,0.00005812586,0.00003378417,0.0001695555,0.000116912,0.00000421305],"category_scores_gemma":[0.00008605805,0.0002855383,0.0001642089,0.0001475282,0.00002219691,0.00006895504,0.00002022053,0.0001530776,0.00001498981],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001019364,"about_ca_system_score_gemma":0.00004390794,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000301832,"about_ca_topic_score_gemma":0.0003317994,"domain_scores_codex":[0.998502,0.00002577084,0.0005377625,0.000329928,0.000211575,0.0003929403],"domain_scores_gemma":[0.999244,0.0002558057,0.00004123841,0.0002224611,0.0001204793,0.0001159585],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001626564,0.0000334018,0.0004218458,0.0001033764,0.000008024761,7.766955e-7,0.00008148331,0.9929395,0.0007948444,0.0004074774,0.0004993175,0.004693644],"study_design_scores_gemma":[0.0009087703,0.00002062243,0.001550181,0.0000435887,0.00001594445,0.000001121349,0.000006174528,0.9960003,0.00004366499,0.0005264806,0.0005325797,0.0003505996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2115045,0.0001172284,0.7872044,0.0001868517,0.0004515045,0.0002272058,0.00005741611,0.000184512,0.00006632128],"genre_scores_gemma":[0.9533597,0.000006181313,0.04594008,0.0001439609,0.0002474328,0.00005609743,0.0001240559,0.00007630207,0.00004618864],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7418551,"threshold_uncertainty_score":0.9999596,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2323233918","doi":"10.1061/9780784413692.123","title":"Rehabilitation of the Herridge 1,500 mm Transmission Feedermain with Carbon Fiber-Reinforced Polymer: A Canadian First","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Regional Municipality of Ottawa","funders":"","keywords":"Situated; Pace; Investment (military); Geography; Capital investment; Population; Agricultural economics; Business; Political science; Finance; Demography; Economics; Computer science; Sociology","authors":[{"name":"Anthony Parente","is_ca":true},{"name":"Heather Jefferson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002517695624972597,"gpt":0.1634815051508345,"spread":0.1609638095258619,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001107772,0.0001671569,0.0001755775,0.00008230243,0.00006829012,0.00001472192,0.000150665,0.0001147284,0.00003305231],"category_scores_gemma":[0.00005248787,0.0001116463,0.0000683024,0.0001638245,0.00004855789,0.00003738811,0.000008106834,0.0001574605,0.000004519339],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004944184,"about_ca_system_score_gemma":0.00003408584,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01730583,"about_ca_topic_score_gemma":0.01046681,"domain_scores_codex":[0.9992219,0.00002053784,0.0002251663,0.0001287018,0.0001601325,0.0002435215],"domain_scores_gemma":[0.999375,0.0001158115,0.0000295264,0.0003109496,0.00003914151,0.0001295525],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000164241,0.000004236299,0.0002748766,0.0002661511,0.0000220703,5.379391e-7,0.0002965514,0.9874563,0.003309831,0.001072192,0.002033727,0.005247098],"study_design_scores_gemma":[0.0008879466,0.0001762154,0.01348519,0.0003125883,0.0000590786,0.00002172896,0.00006212634,0.8911085,0.008333222,0.0002663881,0.08473552,0.0005515575],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9306131,0.001074653,0.04211817,0.006612496,0.0008200412,0.0008341122,0.00003314958,0.0008216021,0.01707265],"genre_scores_gemma":[0.9987093,0.00000987698,0.0005424642,0.00004001027,0.00007626736,0.00001199593,0.000006373388,0.00003256984,0.000571185],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09634787,"threshold_uncertainty_score":0.989238,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2133662910","doi":"10.1061/9780784413692.005","title":"Starting a Condition Assessment Program for PCCP in Tampa Bay Water's Wholesale System","year":2014,"lang":"en","type":"article","venue":"Pipelines 2014","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Intertek (Canada)","funders":"","keywords":"Piping; Bay; Pipeline transport; Environmental science; Water quality; Water supply; Desalination; Port (circuit theory); Sanitary sewer; Water resource management; Environmental engineering; Business; Civil engineering; Engineering","authors":[{"name":"Suzannah Folsom","is_ca":true},{"name":"Mike Garaci","is_ca":true},{"name":"Alan Bair","is_ca":true},{"name":"Don Bramlett","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005551534904014925,"gpt":0.2422071047698823,"spread":0.2366555698658674,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003607447,0.0001776266,0.0002388637,0.00009413879,0.00004742721,0.00006264533,0.00009702324,0.0001139486,0.000008955511],"category_scores_gemma":[0.00003292032,0.0001419111,0.00006624319,0.00006301538,0.00001488209,0.00007721704,0.00001827055,0.0001628801,0.00001785429],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000845326,"about_ca_system_score_gemma":0.000006047097,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001919285,"about_ca_topic_score_gemma":0.00003572872,"domain_scores_codex":[0.9989601,0.0000234514,0.0003352869,0.0001866426,0.0001221328,0.000372383],"domain_scores_gemma":[0.9995899,0.00007680134,0.00002506999,0.0001956994,0.00004328453,0.00006926293],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001159551,0.00004952136,0.0004722738,0.00147962,0.00002564676,0.000003311312,0.0001081044,0.9505285,0.01914614,0.003858535,0.003125631,0.02119115],"study_design_scores_gemma":[0.0006100505,0.0000743082,0.001430768,0.0001166198,0.00001520172,0.000004071108,0.00006030456,0.9694787,0.002300834,0.001492832,0.02415647,0.00025981],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3508395,0.00008744617,0.643411,0.000232421,0.0009232043,0.0008248233,0.00002025864,0.001983505,0.001677826],"genre_scores_gemma":[0.9886522,0.000004108613,0.01059106,0.00002206388,0.0002810098,0.0002680278,0.00008315429,0.00004234672,0.00005607285],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.6378127,"threshold_uncertainty_score":0.5786966,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}