{"meta":{"query_hash":"e020551d59ef","filters":{"venue":"Journal of Pipeline Science and Engineering"},"cohort_total":26,"direct_labels_cover":0,"predictions_cover":26,"exported":26,"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/e020551d59ef","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Pipeline+Science+and+Engineering"},"results":[{"id":"W3133922884","doi":"10.1016/j.jpse.2021.02.001","title":"Risk-based pipeline integrity management: A road map for the resilient pipelines","year":2021,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":137,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Canada Excellence Research Chairs, Government of Canada; Genome Canada","keywords":"Integrity management; Structural integrity; Risk analysis (engineering); Risk management; Pipeline transport; Data integrity; Pipeline (software); Computer science; Engineering; Business; Computer security","score_opus":0.01153214651589894,"score_gpt":0.244059838063249,"score_spread":0.23252769154735006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3133922884","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008732345,0.15822677,0.4710676,0.3017416,0.0033003003,0.0004014332,0.000526675,0.0019098815,0.05409334],"genre_scores_gemma":[0.27402616,0.2295275,0.46214834,0.011991204,0.004709879,0.000775515,0.0011812726,0.0004802404,0.015159936],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","domain_scores_codex":[0.9951623,0.0018629481,0.00041779425,0.00055361335,0.0016123572,0.00039104483],"domain_scores_gemma":[0.98007166,0.0081400005,0.001315841,0.0015183155,0.0070262696,0.0019278553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.013795112,0.0024948297,0.0013881207,0.007225382,0.0024623054,0.014580407,0.005224054,0.008692924,0.0070239776],"category_scores_gemma":[0.01940938,0.0010019171,0.0012960403,0.0031969913,0.00932193,0.027856896,0.007628982,0.0086841425,0.002691403],"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":[0.00010852211,0.00027063896,0.0026480474,0.0013358654,0.00009386155,0.00030163678,0.00085829187,0.031359486,0.0009776388,0.56739783,0.0388842,0.355764],"study_design_scores_gemma":[0.000018800993,0.00018771976,0.0010842822,0.002496901,0.00004821153,0.0002659533,0.0020628902,0.04453613,0.00093659776,0.67890036,0.26928863,0.00017355644],"about_ca_topic_score_codex":0.008114401,"about_ca_topic_score_gemma":0.004076138,"teacher_disagreement_score":0.014580407,"about_ca_system_score_codex":0.0059600463,"about_ca_system_score_gemma":0.012153432,"threshold_uncertainty_score":0.07295638},"labels":[],"label_agreement":null},{"id":"W3135189936","doi":"10.1016/j.jpse.2021.01.003","title":"Effects of load interactions on the onset of stage two of high pH stress corrosion cracking","year":2021,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Hydrogen embrittlement and corrosion behaviors in metals","field":"Materials Science","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Amplitude; Stress (linguistics); Cracking; Stress corrosion cracking; Intergranular corrosion; Structural engineering; Mechanics; Corrosion; Composite material; Engineering; Physics","score_opus":0.011702418201042808,"score_gpt":0.2698853215752112,"score_spread":0.25818290337416844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135189936","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988418,0.000080277474,0.0007618015,0.000008316114,0.0000023948878,0.0000074879404,0.000020103542,0.000019381774,0.0002583788],"genre_scores_gemma":[0.99955815,0.000032854277,0.00020906435,0.0000050616864,0.0000015753938,0.0000050927524,0.000019121593,0.0000060290768,0.00016297716],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981004,0.00002343804,0.0000093386425,0.00003095046,0.0000709821,0.000055266108],"domain_scores_gemma":[0.9993734,0.00034138182,0.00010674024,0.000028841872,0.000084549436,0.00006512342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015445186,0.0003619168,0.00036222886,0.000229801,0.00022131171,0.00032476668,0.00021158032,0.0004144512,0.0016279147],"category_scores_gemma":[0.0007858138,0.00021939226,0.000164299,0.000107712134,0.0002490755,0.00032045558,0.00030772577,0.000333806,0.00015526504],"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":[0.0008591467,0.00007983958,0.0042811087,0.00006940944,0.000010841105,0.00032220889,0.0001093359,0.004030568,0.98353034,0.000047667934,0.00003949128,0.0066201114],"study_design_scores_gemma":[0.000027788865,0.00211774,0.0924741,0.000010272295,0.000029210236,0.00023522771,0.00022353367,0.02906173,0.87512267,0.0000728853,0.0005930788,0.000031814332],"about_ca_topic_score_codex":0.0010593872,"about_ca_topic_score_gemma":0.0016292413,"teacher_disagreement_score":0.0016279147,"about_ca_system_score_codex":0.00024264799,"about_ca_system_score_gemma":0.00014573398,"threshold_uncertainty_score":0.005445957},"labels":[],"label_agreement":null},{"id":"W3166671339","doi":"10.1016/j.jpse.2021.02.003","title":"Systematic literature review of the application of extended finite element method in failure prediction of pipelines","year":2021,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pipeline transport; Pipeline (software); Extended finite element method; Finite element method; Fracture mechanics; Computer science; Structural engineering; Engineering; Mechanical engineering","score_opus":0.006628692762304612,"score_gpt":0.24789136597924125,"score_spread":0.24126267321693665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166671339","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.000995009,0.99656147,0.00090263283,0.00025839417,0.00016693622,0.00018272824,0.00036922263,0.000017608241,0.00054600055],"genre_scores_gemma":[0.0055248477,0.9912969,0.0021229926,0.00025447112,0.00009218231,0.00025381285,0.00027712737,0.000008168595,0.00016942412],"study_design_codex":"systematic_review","study_design_gemma":"systematic_review","domain_scores_codex":[0.99655956,0.00085008104,0.001350796,0.0003281201,0.0008228283,0.00008862983],"domain_scores_gemma":[0.98133504,0.013197064,0.0021562956,0.00031760792,0.0028210687,0.00017297249],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0049844612,0.0014648018,0.0034250617,0.015028321,0.0005886668,0.0017167422,0.0016767755,0.0016251737,0.004386283],"category_scores_gemma":[0.01941672,0.00080537534,0.0045345277,0.00962939,0.00066790904,0.0019134051,0.0010289385,0.0008206497,0.00055925525],"study_design_candidate":"systematic_review","study_design_consensus":"systematic_review","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013266211,0.00005789569,0.0009924297,0.75698125,0.0017162034,0.0003031834,0.00030071888,0.00073789764,0.00076063484,0.00091915997,0.004628337,0.23246975],"study_design_scores_gemma":[0.00010401763,0.00048169977,0.0056860116,0.8184989,0.019585,0.0011637923,0.0005230552,0.0007763434,0.0010657434,0.0013718908,0.15064266,0.00010087292],"about_ca_topic_score_codex":0.0044157654,"about_ca_topic_score_gemma":0.010370961,"teacher_disagreement_score":0.015028321,"about_ca_system_score_codex":0.0012489454,"about_ca_system_score_gemma":0.009478409,"threshold_uncertainty_score":0.02636069},"labels":[],"label_agreement":null},{"id":"W3205681282","doi":"10.1016/j.jpse.2021.09.001","title":"Predictions for wax deposition in a pipeline carrying paraffinic or ‘waxy’ crude oil from the heat-transfer approach","year":2021,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":20,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wax; Pipeline (software); Crude oil; Petroleum engineering; Heat transfer; Deposition (geology); Chemical engineering; Pulp and paper industry; Environmental science; Chemistry; Materials science; Geology; Composite material; Thermodynamics; Engineering; Mechanical engineering","score_opus":0.015526518011311394,"score_gpt":0.24193349830254088,"score_spread":0.2264069802912295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205681282","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8605298,0.0002877984,0.117736556,0.0002467852,0.00003159932,0.00009132273,0.0006253254,0.00051590824,0.019934863],"genre_scores_gemma":[0.99232304,0.0001340246,0.0048407866,0.000010446017,0.0000027512285,0.000040898358,0.0001519612,0.000027424727,0.0024686893],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999232,0.00001064684,0.000004061089,0.0000129925365,0.000030253414,0.000018831264],"domain_scores_gemma":[0.9997826,0.00011627691,0.000025353373,0.0000146075745,0.00005106652,0.000010075176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025801454,0.00041633073,0.0002586125,0.0003023464,0.00034323128,0.00042364077,0.00051420054,0.000588101,0.0016463695],"category_scores_gemma":[0.00092152803,0.00030999043,0.00051134685,0.00021635523,0.0004940917,0.0004589022,0.0003475787,0.0003792894,0.00038960052],"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":[0.000030376284,0.000010094367,0.0010141504,0.000030850457,0.0000033757765,0.000054562606,0.000026776519,0.9878874,0.007718778,0.0011532594,0.0001100316,0.0019602776],"study_design_scores_gemma":[0.0000045048796,0.000016082899,0.00048107802,0.0000039453944,0.000002040097,0.000008228885,0.000015527441,0.99618983,0.0028382186,0.00027706634,0.00015969091,0.0000037753819],"about_ca_topic_score_codex":0.016463434,"about_ca_topic_score_gemma":0.006377268,"teacher_disagreement_score":0.016463434,"about_ca_system_score_codex":0.000813114,"about_ca_system_score_gemma":0.00094315584,"threshold_uncertainty_score":0.03273523},"labels":[],"label_agreement":null},{"id":"W4200109500","doi":"10.1016/j.jpse.2021.12.003","title":"Corrosion of steel in a CO2-containing solution droplet generated in wet gas pipelines studied by scanning Kelvin probe","year":2021,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Corrosion Behavior and Inhibition","field":"Materials Science","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Kelvin probe force microscope; Dissolution; Corrosion; Solubility; Volume (thermodynamics); Precipitation; Materials science; Chemistry; Work (physics); Analytical Chemistry (journal); Metallurgy; Thermodynamics; Nanotechnology; Environmental chemistry; Meteorology; Physics; Atomic force microscopy; Physical chemistry","score_opus":0.015395727291760064,"score_gpt":0.2514315811898704,"score_spread":0.23603585389811035,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200109500","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961915,0.00012437366,0.0029438387,0.00003422403,0.00000999554,0.000014680445,0.00010504371,0.000037931062,0.00053827],"genre_scores_gemma":[0.9956012,0.00014177263,0.0033231005,0.00001982484,0.0000036545077,0.00001282154,0.00008116085,0.0000123746,0.0008040869],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998234,0.000014617592,0.000009248136,0.000044745357,0.000081202765,0.000026796837],"domain_scores_gemma":[0.99982065,0.000040295396,0.0000360863,0.000011989008,0.0000770447,0.0000140064685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018192877,0.0002818916,0.0002822525,0.00015243642,0.0001493181,0.0002369206,0.00037012468,0.0004451,0.0008800279],"category_scores_gemma":[0.00030207238,0.0001923419,0.00023563742,0.0002470964,0.00023127194,0.00036579501,0.00018355533,0.00034532283,0.000154666],"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":[0.00003312338,0.0000051699712,0.00030736497,0.000018820325,0.0000019873894,0.00007907951,0.000035123463,0.00012541411,0.99871933,0.000027947852,0.000017048991,0.0006296257],"study_design_scores_gemma":[0.000008638309,0.00044036558,0.0066544,0.0000030315048,0.000008137896,0.00017000255,0.00010618976,0.004783053,0.98738307,0.00004008704,0.0003949731,0.000008206307],"about_ca_topic_score_codex":0.0010008552,"about_ca_topic_score_gemma":0.0014149096,"teacher_disagreement_score":0.0010008552,"about_ca_system_score_codex":0.00028626068,"about_ca_system_score_gemma":0.00013819714,"threshold_uncertainty_score":0.0029439926},"labels":[],"label_agreement":null},{"id":"W4210543712","doi":"10.1016/j.jpse.2022.01.002","title":"Analysis of full-scale burst tests by FE modelling using constant CTOA fracture criterion","year":2022,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Energy; Natural Resources Canada; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Charpy impact test; Fracture (geology); Materials science; Fracture mechanics; Fracture toughness; Pressure vessel; Structural engineering; Mechanics; Composite material; Engineering; Toughness","score_opus":0.008721060422687266,"score_gpt":0.2224470681641764,"score_spread":0.21372600774148912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210543712","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83345443,0.00020724042,0.16094841,0.00004634308,0.000021882615,0.00010425066,0.0005756777,0.000817015,0.003824685],"genre_scores_gemma":[0.9839791,0.00010063224,0.01448763,0.000007765862,0.0000027777687,0.00006878596,0.00025399996,0.00008381342,0.0010154204],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997627,0.000022699458,0.000016439191,0.00003435871,0.00013298377,0.000030724346],"domain_scores_gemma":[0.99928254,0.00030727184,0.00007597066,0.000119429635,0.00019165254,0.000023072016],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037974567,0.0007427216,0.0004143481,0.00094592094,0.00020129052,0.00036491954,0.00084587873,0.00071285316,0.0016149728],"category_scores_gemma":[0.0012018913,0.00032343218,0.0004826836,0.00040437144,0.0004312503,0.00044518022,0.00027632882,0.000383478,0.00033862848],"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":[0.00020030752,0.00015888273,0.010800224,0.000205053,0.00003518866,0.00046941842,0.00019785117,0.79342306,0.14730647,0.0011619354,0.0004975008,0.04554405],"study_design_scores_gemma":[0.0000057350762,0.00010770486,0.0056150076,0.0000108868435,0.00000675348,0.000083556,0.000032562984,0.9792772,0.014207879,0.00023262986,0.00040822322,0.000011860258],"about_ca_topic_score_codex":0.0039577396,"about_ca_topic_score_gemma":0.0038282222,"teacher_disagreement_score":0.0039577396,"about_ca_system_score_codex":0.00040852965,"about_ca_system_score_gemma":0.00033355088,"threshold_uncertainty_score":0.007869422},"labels":[],"label_agreement":null},{"id":"W4210698904","doi":"10.1016/j.jpse.2022.01.003","title":"An overview on pipeline steel development for cold climate applications","year":2022,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Material Properties and Failure Mechanisms","field":"Materials Science","cited_by":41,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cold climate; Pipeline (software); Cracking; Extreme Cold; Environmental science; Forensic engineering; Materials science; Engineering; Mechanical engineering; Geology; Climatology; Composite material","score_opus":0.02780079804185286,"score_gpt":0.2634602721561461,"score_spread":0.23565947411429322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210698904","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0023801161,0.9646995,0.003425088,0.00054957287,0.0005341085,0.00004859842,0.00025961004,0.00007392727,0.028029395],"genre_scores_gemma":[0.004688813,0.98158437,0.0033670182,0.00029290692,0.00029972635,0.000036233236,0.0003335143,0.000015285568,0.009382086],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99980956,0.000021479389,0.00002486222,0.000038371425,0.0000846681,0.000021039608],"domain_scores_gemma":[0.9998597,0.000037799582,0.000024559318,0.0000057310936,0.000059195663,0.000013006116],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002851681,0.00087811984,0.0005030346,0.0025198704,0.00028708638,0.0006613504,0.00049570674,0.00094619585,0.00814574],"category_scores_gemma":[0.00019941876,0.00042599483,0.00051436573,0.0022664778,0.00014346301,0.001040216,0.0004707968,0.0007781401,0.004252652],"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":[0.000080232894,0.00014250138,0.0005004018,0.027151909,0.00007102548,0.00038294864,0.00014924676,0.0023853625,0.027497878,0.010558925,0.040969186,0.8901103],"study_design_scores_gemma":[0.0000036990784,0.00015964071,0.0008713897,0.0016897116,0.000033296375,0.00048212148,0.000039965784,0.00023024727,0.0026422234,0.0013527428,0.99248147,0.000013545656],"about_ca_topic_score_codex":0.001399341,"about_ca_topic_score_gemma":0.0023844298,"teacher_disagreement_score":0.00814574,"about_ca_system_score_codex":0.00042898327,"about_ca_system_score_gemma":0.0007905421,"threshold_uncertainty_score":0.02725023},"labels":[],"label_agreement":null},{"id":"W4282967864","doi":"10.1016/j.jpse.2022.100069","title":"Modeling the effect of backfill on dynamic fracture propagation in steel pipelines","year":2022,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fracture mechanics; Mechanics; Materials science; Smoothed-particle hydrodynamics; Fracture toughness; Fracture (geology); Charpy impact test; Finite element method; Structural engineering; Geotechnical engineering; Composite material; Toughness; Geology; Engineering; Physics","score_opus":0.0037740001217166095,"score_gpt":0.2062862768382945,"score_spread":0.2025122767165779,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4282967864","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9326116,0.00013579178,0.06587016,0.0000408106,0.000008786371,0.000024397255,0.00009133328,0.00019819032,0.0010189716],"genre_scores_gemma":[0.99393916,0.00007701241,0.005496208,0.0000045218912,0.0000015862738,0.000008930227,0.000031006908,0.000019513856,0.0004221975],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998566,0.000028286555,0.000010117653,0.00002099802,0.00004950521,0.00003455316],"domain_scores_gemma":[0.99962986,0.00020588361,0.000074897216,0.00002683896,0.000043421867,0.000019110204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035535035,0.00051046733,0.0004281507,0.00045264495,0.00031431238,0.00045016213,0.00066685193,0.0008083728,0.0007560595],"category_scores_gemma":[0.0007839657,0.0003201673,0.0004797866,0.0002422869,0.0004642814,0.0005858439,0.00046303813,0.0003237811,0.00011266612],"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":[0.000068824236,0.000046392037,0.004419312,0.00003895221,0.000011714104,0.00021830684,0.00008553757,0.9728916,0.016142994,0.00045436955,0.000033625754,0.005588362],"study_design_scores_gemma":[0.00000448978,0.000068091955,0.00082252966,0.000003555104,0.0000057496623,0.000029577637,0.000024766126,0.993838,0.004979932,0.00012433545,0.00009337115,0.000005529375],"about_ca_topic_score_codex":0.008095533,"about_ca_topic_score_gemma":0.005938409,"teacher_disagreement_score":0.008095533,"about_ca_system_score_codex":0.00050792453,"about_ca_system_score_gemma":0.00073910435,"threshold_uncertainty_score":0.01609683},"labels":[],"label_agreement":null},{"id":"W4289261474","doi":"10.1016/j.jpse.2022.100075","title":"Iceberg-seabed interaction evaluation in clay seabed using tree-based machine learning algorithms","year":2022,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre For Cold Ocean Resources Engineering; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Memorial University of Newfoundland; Research and Development Corporation of Newfoundland and Labrador","keywords":"Seabed; Subsea; Submarine pipeline; Marine engineering; Geology; Arctic; Algorithm; Iceberg; Bathymetry; Pipeline transport; Random forest; Computer science; Geotechnical engineering; Machine learning; Engineering; Sea ice; Oceanography","score_opus":0.04807432381166777,"score_gpt":0.281852412343568,"score_spread":0.23377808853190024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4289261474","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3949832,0.00068635424,0.60031176,0.00020741597,0.00005343454,0.00009627064,0.00022151213,0.0010029235,0.0024371098],"genre_scores_gemma":[0.942581,0.00012659412,0.055948712,0.00004466965,0.000012888313,0.00006182598,0.000278584,0.00003884821,0.00090694026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99961925,0.00013147604,0.000026281921,0.00008034448,0.00008044538,0.000062121646],"domain_scores_gemma":[0.998667,0.00077533454,0.00013762072,0.00004345188,0.00031988774,0.00005671205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016107783,0.0008626181,0.00086907594,0.0010542826,0.0002287253,0.0007111399,0.0007645404,0.0008931865,0.00088539685],"category_scores_gemma":[0.0025640775,0.00028003738,0.0008982846,0.0005936026,0.00027027834,0.0006511311,0.0004504931,0.00054941897,0.00020351855],"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":[0.00003936449,0.000041268824,0.0022539396,0.000023798095,0.00002061967,0.000024201368,0.000010785336,0.9780595,0.00054052257,0.00024382127,0.00016343116,0.018578714],"study_design_scores_gemma":[6.047978e-7,0.0000073737865,0.00015030372,0.0000012557914,0.0000013940409,0.0000014857856,0.0000024999654,0.99967504,0.0000902406,0.0000506612,0.000018402718,7.889337e-7],"about_ca_topic_score_codex":0.012863621,"about_ca_topic_score_gemma":0.007909338,"teacher_disagreement_score":0.012863621,"about_ca_system_score_codex":0.00074903516,"about_ca_system_score_gemma":0.00076544733,"threshold_uncertainty_score":0.025577545},"labels":[],"label_agreement":null},{"id":"W4317530473","doi":"10.1016/j.jpse.2023.100112","title":"A techno-economic study of the strategy for hydrogen transport by pipelines in Canada","year":2023,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Hybrid Renewable Energy Systems","field":"Energy","cited_by":113,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pipeline transport; Natural gas; Hydrogen; Hydrogen technologies; Environmental science; Pipeline (software); Hydrogen economy; Liquid hydrogen; Zero emission; Work (physics); Hydrogen vehicle; Energy carrier; Service (business); Engineering; Hydrogen fuel; Computer science; Waste management; Petroleum engineering; Renewable energy; Business; Environmental engineering; Mechanical engineering; Chemistry; Electrical engineering","score_opus":0.010676069009227674,"score_gpt":0.2154966327523553,"score_spread":0.20482056374312763,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317530473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.46298558,0.38660797,0.008449253,0.020015104,0.00042364537,0.0030943153,0.0147173535,0.000112756665,0.10359402],"genre_scores_gemma":[0.88517433,0.10514135,0.003879473,0.00065486843,0.000026255786,0.00027203103,0.0012905379,0.000022578495,0.0035385075],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99608314,0.0010920728,0.00021615344,0.00020897968,0.0016059361,0.0007936836],"domain_scores_gemma":[0.990306,0.003270616,0.0007468455,0.00012553224,0.0050338064,0.00051726104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004816692,0.00048439455,0.0007700792,0.006323766,0.001996515,0.0031967284,0.0011432072,0.00066023914,0.0029697502],"category_scores_gemma":[0.015217663,0.00029428804,0.0019380869,0.012964619,0.0009334022,0.0014051761,0.000828869,0.0009592697,0.000093058756],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002166686,0.00071363547,0.115737736,0.071208745,0.0059078815,0.0019053142,0.0049972557,0.07313191,0.0027670623,0.17813167,0.031920213,0.5114119],"study_design_scores_gemma":[0.0006460654,0.0020842631,0.41155246,0.047761694,0.017035205,0.00094145146,0.03140629,0.090041116,0.005087301,0.0216365,0.3711795,0.00062809954],"about_ca_topic_score_codex":0.9763509,"about_ca_topic_score_gemma":0.9795686,"teacher_disagreement_score":0.12856552,"about_ca_system_score_codex":0.12856552,"about_ca_system_score_gemma":0.21105424,"threshold_uncertainty_score":0.9328125},"labels":[],"label_agreement":null},{"id":"W4380990575","doi":"10.1016/j.jpse.2023.100139","title":"Effects of temperature on fatigue crack growth rates of a low-carbon pipe steel in the ductile and ductile-to-brittle transition regions","year":2023,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"Alaska Department of Natural Resources; Office of Energy Research and Development","keywords":"Brittleness; Materials science; Transition temperature; Metallurgy; Carbon fibers; Carbon steel; Composite material; Superconductivity; Condensed matter physics","score_opus":0.00927050370571107,"score_gpt":0.22536624279183912,"score_spread":0.21609573908612806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380990575","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997891,0.00048311622,0.0010464336,0.000015238546,0.0000092365135,0.000009081814,0.000068000154,0.000032959022,0.00044484495],"genre_scores_gemma":[0.9992298,0.00012355983,0.00035271034,0.0000073460255,0.0000023032228,0.000005180611,0.000041475312,0.000010769297,0.00022695483],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999726,0.00004011885,0.000022546566,0.00006541666,0.00009920442,0.000046820245],"domain_scores_gemma":[0.99871373,0.00049567403,0.00021010746,0.00008605032,0.00042787142,0.00006647691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027987218,0.00029759534,0.00026022538,0.00025781116,0.0001411644,0.0002648091,0.00017784956,0.0003301395,0.00081869547],"category_scores_gemma":[0.0012962414,0.00021002862,0.0002861761,0.0001444063,0.00026643113,0.00038277035,0.000121538986,0.00034460836,0.00022609845],"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":[0.001010917,0.000055436147,0.0064923246,0.000115144736,0.000028464112,0.00017045013,0.00014034491,0.0037119885,0.9816792,0.0000433179,0.00006109933,0.006491359],"study_design_scores_gemma":[0.000014620649,0.001167859,0.04343273,0.000014804253,0.000043000142,0.000121332785,0.00012657877,0.008355503,0.9461492,0.000045689118,0.0004932067,0.000035502013],"about_ca_topic_score_codex":0.0015315257,"about_ca_topic_score_gemma":0.0018663236,"teacher_disagreement_score":0.0015315257,"about_ca_system_score_codex":0.00022760604,"about_ca_system_score_gemma":0.00015037043,"threshold_uncertainty_score":0.003045261},"labels":[],"label_agreement":null},{"id":"W4381950547","doi":"10.1016/j.jpse.2023.100142","title":"Structural response of the spiral-welded pipelines buried in different uniform soil types to the strike-slip fault","year":2023,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Memorial University of Newfoundland; Research and Development Corporation of Newfoundland and Labrador","keywords":"Trench; Pipeline transport; Geology; Welding; Slip (aerodynamics); Geotechnical engineering; Structural engineering; Spiral (railway); Strike-slip tectonics; Soil structure interaction; Fault (geology); Seismology; Engineering; Materials science; Finite element method; Composite material","score_opus":0.01053750649219984,"score_gpt":0.22658368275176913,"score_spread":0.2160461762595693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381950547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990263,0.000012905045,0.0006893365,0.0000051902416,0.0000012861349,0.0000012980331,0.00001875232,0.000011269924,0.00023371106],"genre_scores_gemma":[0.9996773,0.000010719545,0.000120655044,0.0000010347985,2.0295343e-7,7.174309e-7,0.00001628461,0.0000011871956,0.00017188047],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999484,0.0000053426957,0.0000033390336,0.000011652306,0.0000135035625,0.000017789243],"domain_scores_gemma":[0.9998766,0.000025189094,0.000036759095,0.000013786908,0.00002722544,0.000020455947],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009643427,0.00025501396,0.00019671349,0.00018840597,0.00015347032,0.00019972208,0.00023784427,0.00030210635,0.0009948204],"category_scores_gemma":[0.00038579208,0.00014677012,0.0001688948,0.00018529003,0.0003685336,0.00022371032,0.00024673788,0.00014137724,0.00009789867],"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":[0.0007730359,0.00013231007,0.043069664,0.000139934,0.000053456577,0.001602433,0.000556748,0.48137847,0.45383593,0.0006058166,0.00024137649,0.017610835],"study_design_scores_gemma":[0.000050650826,0.0017401066,0.162394,0.000037064783,0.000058247286,0.00062352314,0.0014720376,0.7453297,0.087071255,0.00052283064,0.00065435615,0.000046169494],"about_ca_topic_score_codex":0.0024524902,"about_ca_topic_score_gemma":0.0025774376,"teacher_disagreement_score":0.0024524902,"about_ca_system_score_codex":0.00021500005,"about_ca_system_score_gemma":0.0002529508,"threshold_uncertainty_score":0.004876435},"labels":[],"label_agreement":null},{"id":"W4382753143","doi":"10.1016/j.jpse.2023.100143","title":"Dent strain and stress analyses and implications concerning API RP 1183 - Part I: Background for dent geometry and strain analyses during contact and re-rounding","year":2023,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Categorization; Rounding; Structural engineering; Engineering; Transverse plane; Finite element method; Computer science; Mechanical engineering; Artificial intelligence","score_opus":0.08503940298202521,"score_gpt":0.3550565607153616,"score_spread":0.2700171577333364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382753143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4382689,0.002798473,0.26790178,0.012036697,0.00095315865,0.00087236636,0.0041502453,0.003786684,0.26923156],"genre_scores_gemma":[0.80084133,0.0030142874,0.14631051,0.0011979316,0.0003875746,0.000398227,0.0031829753,0.0010045924,0.04366259],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99484915,0.00037254713,0.00022230102,0.00023719062,0.0041341125,0.00018471156],"domain_scores_gemma":[0.9937878,0.0018292145,0.0005418551,0.0008217724,0.0028933587,0.0001259025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0036188045,0.0007156358,0.0007956272,0.0015553493,0.0020174598,0.0035507525,0.0022423666,0.0018862833,0.0097273365],"category_scores_gemma":[0.008062895,0.0006914348,0.0010714807,0.0014171934,0.0012488628,0.0022391959,0.0016016298,0.0030242486,0.002616134],"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":[0.00069370144,0.00054382364,0.028595166,0.0011136779,0.00005027846,0.0025361818,0.003153008,0.14727017,0.089987315,0.061005536,0.035404578,0.62964654],"study_design_scores_gemma":[0.00005796114,0.0026166302,0.1705088,0.0009454117,0.00012034272,0.0036638454,0.009737328,0.4038788,0.12985104,0.046471544,0.23146859,0.0006796469],"about_ca_topic_score_codex":0.010678746,"about_ca_topic_score_gemma":0.01705748,"teacher_disagreement_score":0.010678746,"about_ca_system_score_codex":0.0020656756,"about_ca_system_score_gemma":0.0022093367,"threshold_uncertainty_score":0.032541156},"labels":[],"label_agreement":null},{"id":"W4385973019","doi":"10.1016/j.jpse.2023.100146","title":"Data-driven model to predict burst pressure in the presence of interacting corrosion pits","year":2023,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Canada Excellence Research Chairs, Government of Canada; Canada Research Chairs; Genome Canada","keywords":"Corrosion; Probabilistic logic; Prioritization; Pipeline transport; Interval (graph theory); Service life; Reliability engineering; Degradation (telecommunications); Computer science; Structural engineering; Materials science; Engineering; Mathematics; Metallurgy; Artificial intelligence; Mechanical engineering","score_opus":0.030833441527410008,"score_gpt":0.2821374593311474,"score_spread":0.2513040178037374,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385973019","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33821443,0.000356663,0.65209687,0.0004495633,0.00013183021,0.00018229212,0.0024584832,0.0017644947,0.0043453304],"genre_scores_gemma":[0.9808554,0.00014138182,0.01550644,0.000039966028,0.00001850655,0.00018557228,0.0007974867,0.00005168719,0.0024035182],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979454,0.00003122016,0.000015569767,0.00006325982,0.000061817875,0.00003347081],"domain_scores_gemma":[0.9992151,0.00036594947,0.00012043376,0.0000475411,0.00020698705,0.000043928343],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005765197,0.00076738745,0.00075868086,0.0006168384,0.00027003806,0.000799039,0.0015681986,0.0013162607,0.0014323251],"category_scores_gemma":[0.0016995942,0.0006336536,0.00080119446,0.0004482186,0.00044327613,0.0007086033,0.00050622685,0.00088695774,0.00026833772],"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":[0.0000140744605,0.000014113023,0.0007970973,0.000011824191,0.000007905084,0.000026930513,0.000008651225,0.9970638,0.0005200474,0.0003415428,0.000076411074,0.0011175441],"study_design_scores_gemma":[0.0000011883646,0.0000040272193,0.00009586225,5.550219e-7,0.0000013118756,0.0000025552101,0.0000010411107,0.99967253,0.00009064231,0.00009729166,0.000031842545,0.0000011059971],"about_ca_topic_score_codex":0.019077946,"about_ca_topic_score_gemma":0.00926994,"teacher_disagreement_score":0.019077946,"about_ca_system_score_codex":0.00081123406,"about_ca_system_score_gemma":0.0011363195,"threshold_uncertainty_score":0.037933826},"labels":[],"label_agreement":null},{"id":"W4390887170","doi":"10.1016/j.jpse.2024.100173","title":"Dent strain and stress analyses and implications concerning API RP 1183 - Part II: Examples of dent geometry and strain analyses during contact and re-rounding","year":2024,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Dental materials and restorations","field":"Dentistry","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Skew; Asymmetry; Categorization; Structural engineering; Deformation (meteorology); Finite element method; Limiting; Stress (linguistics); Rounding; Geometry; Computer science; Mathematics; Engineering; Mechanical engineering; Materials science; Artificial intelligence; Physics; Composite material; Telecommunications","score_opus":0.07195164430409134,"score_gpt":0.3599558443823858,"score_spread":0.28800420007829447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390887170","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72217447,0.00090750033,0.1864587,0.0020178256,0.00029410445,0.0005699794,0.0017569877,0.0022091495,0.08361133],"genre_scores_gemma":[0.87238526,0.0006694498,0.10921576,0.0002710513,0.00008570746,0.00022136449,0.00089862244,0.00037819115,0.015874578],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9960614,0.00042995941,0.00020257384,0.00022169677,0.002942176,0.00014220075],"domain_scores_gemma":[0.9932314,0.0033064196,0.00046282163,0.0009780587,0.0019529461,0.00006838022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0035849344,0.0006358739,0.0007506251,0.0016627264,0.0014662197,0.0022909096,0.0018277864,0.0018165264,0.0056180274],"category_scores_gemma":[0.010029968,0.0005972796,0.0009524725,0.0010121375,0.0010369952,0.0014924351,0.0012997165,0.0018587532,0.0011086124],"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":[0.0009398905,0.0007213358,0.04762162,0.00095202995,0.000057757108,0.0022674897,0.0053794854,0.14117244,0.089349575,0.023613274,0.01203749,0.67588764],"study_design_scores_gemma":[0.00005358331,0.0022273648,0.25259814,0.0004016936,0.00011236112,0.0024733671,0.009976695,0.4947143,0.17454457,0.020506091,0.04190353,0.0004883515],"about_ca_topic_score_codex":0.005949112,"about_ca_topic_score_gemma":0.013021821,"teacher_disagreement_score":0.005949112,"about_ca_system_score_codex":0.0010856558,"about_ca_system_score_gemma":0.0008116504,"threshold_uncertainty_score":0.018959165},"labels":[],"label_agreement":null},{"id":"W4395032223","doi":"10.1016/j.jpse.2024.100197","title":"Uniform and local degradation of epoxy-based powder coatings: Salt transport and accelerated exposure analysis","year":2024,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Coating; Materials science; Epoxy; Composite material; Accelerated aging; Air permeability specific surface; Relative humidity; Degradation (telecommunications); Layer (electronics)","score_opus":0.011319429609495783,"score_gpt":0.22874140768367893,"score_spread":0.21742197807418315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395032223","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99456537,0.00054699177,0.0039525996,0.000015277597,0.000011557128,0.000031683732,0.00025877138,0.000059238693,0.0005585314],"genre_scores_gemma":[0.9934908,0.0005807397,0.0038565116,0.000021756761,0.00000614402,0.000048144393,0.00029826284,0.000044330238,0.0016533136],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99977416,0.000015010324,0.000020505413,0.000056743098,0.00009804814,0.000035518817],"domain_scores_gemma":[0.99965596,0.000053988,0.00007613703,0.000035458674,0.0001539742,0.000024480825],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025942427,0.00041483698,0.00029622923,0.0003423943,0.0001687047,0.00026318312,0.00022757174,0.0003290978,0.0011719323],"category_scores_gemma":[0.000407269,0.00020779354,0.00028171617,0.00029864244,0.00021975256,0.00028473695,0.0002246161,0.0004886106,0.00022669663],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035410827,0.0000102028425,0.0004117844,0.00003483608,0.000003918315,0.000045990248,0.000055446002,0.00008849395,0.9981377,0.000012285342,0.000015900521,0.0011480267],"study_design_scores_gemma":[0.0000025474876,0.00021490022,0.0089583965,0.000005791553,0.000016703272,0.000094856005,0.000053312557,0.001068776,0.98921597,0.00001037761,0.00034987595,0.000008366475],"about_ca_topic_score_codex":0.0016569936,"about_ca_topic_score_gemma":0.0019863758,"teacher_disagreement_score":0.0016569936,"about_ca_system_score_codex":0.00022852149,"about_ca_system_score_gemma":0.00010928284,"threshold_uncertainty_score":0.003920555},"labels":[],"label_agreement":null},{"id":"W4404803299","doi":"10.1016/j.jpse.2024.100243","title":"A burst capacity model for pipelines containing pinhole-in-corrosion defects","year":2024,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Western University","keywords":"Pinhole (optics); Corrosion; Pipeline transport; Materials science; Forensic engineering; Environmental science; Computer science; Engineering; Metallurgy; Optics; Physics; Environmental engineering","score_opus":0.01960489772315506,"score_gpt":0.251094345368935,"score_spread":0.23148944764577994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404803299","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20814048,0.0005571232,0.7825654,0.00017396675,0.000039176633,0.00011999979,0.00030435828,0.00065369223,0.0074458043],"genre_scores_gemma":[0.98897153,0.00026364872,0.0076588206,0.000017793716,0.000008751115,0.000062894745,0.00010689904,0.00005320076,0.0028564907],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996854,0.00004186452,0.000017737137,0.00007597774,0.00012228767,0.000056709607],"domain_scores_gemma":[0.999542,0.0001301225,0.00012554698,0.000047581285,0.00012830015,0.000026401722],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034951355,0.0009694536,0.0005614833,0.00094462355,0.0001928938,0.00064074126,0.0017561653,0.0011843019,0.00095817226],"category_scores_gemma":[0.0009778533,0.00037819293,0.0005294719,0.00034279653,0.00083840115,0.0012775954,0.00060338265,0.0005425879,0.0002555358],"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":[0.000024289306,0.000014274808,0.0008072731,0.000041040246,0.000007104233,0.00015703631,0.00006454628,0.98356426,0.008584074,0.0026540053,0.00016245407,0.0039194976],"study_design_scores_gemma":[0.0000014444154,0.000017762875,0.00023972636,0.0000026323012,0.000003778546,0.000042709744,0.000014819941,0.998114,0.0009432853,0.00038101975,0.00023419254,0.0000045731963],"about_ca_topic_score_codex":0.007209194,"about_ca_topic_score_gemma":0.0036412177,"teacher_disagreement_score":0.007209194,"about_ca_system_score_codex":0.0008463314,"about_ca_system_score_gemma":0.00073495274,"threshold_uncertainty_score":0.01433444},"labels":[],"label_agreement":null},{"id":"W4406142149","doi":"10.1016/j.jpse.2025.100256","title":"Reliability analysis of gas pipelines considering spatial and temporal corrosion variability","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Hong Kong Polytechnic University; McGill University","keywords":"Corrosion; Reliability (semiconductor); Pipeline transport; Environmental science; Reliability engineering; Computer science; Engineering; Materials science; Physics; Environmental engineering; Metallurgy; Thermodynamics","score_opus":0.007603082393132078,"score_gpt":0.2369271418068266,"score_spread":0.22932405941369455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406142149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.68803424,0.00032170332,0.31054482,0.00009036081,0.000007927471,0.000020140369,0.000069975875,0.00012792436,0.0007829512],"genre_scores_gemma":[0.99547464,0.00007391836,0.004248484,0.00000344615,0.0000043845757,0.000007499169,0.000021301137,0.0000063070247,0.0001601388],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997191,0.000092524686,0.000012315159,0.00005642979,0.000084625965,0.00003505988],"domain_scores_gemma":[0.99897206,0.0005017585,0.00027589232,0.00005836111,0.00017204808,0.000019867448],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00084256683,0.0004119965,0.0003497757,0.0007090123,0.0001510971,0.00027682245,0.00042367127,0.00036537764,0.00018637515],"category_scores_gemma":[0.0021301107,0.00019752317,0.00043158585,0.00043716544,0.00041607584,0.00044084323,0.0002868593,0.00024060869,0.000033907978],"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":[0.000027873033,0.000006634754,0.004096215,0.000021456624,0.000021362723,0.00013758961,0.000027675593,0.9793305,0.010208809,0.0012112979,0.00003819432,0.0048723384],"study_design_scores_gemma":[7.454219e-7,0.000023742734,0.0018123231,0.0000014246795,0.0000055490623,0.000028105984,0.000009058461,0.9967794,0.0009759177,0.00032596782,0.000034196382,0.0000035266671],"about_ca_topic_score_codex":0.0054373383,"about_ca_topic_score_gemma":0.0027701487,"teacher_disagreement_score":0.0054373383,"about_ca_system_score_codex":0.00053060305,"about_ca_system_score_gemma":0.0005475756,"threshold_uncertainty_score":0.0108113885},"labels":[],"label_agreement":null},{"id":"W4407010649","doi":"10.1016/j.jpse.2025.100263","title":"Characterization of CTOA for resistance to pipeline ductile fracture propagation","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Metal Forming Simulation Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University; Natural Resources Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fracture (geology); Materials science; Pipeline (software); Fracture mechanics; Characterization (materials science); Forensic engineering; Composite material; Engineering; Mechanical engineering","score_opus":0.006328457139546516,"score_gpt":0.2450966131152327,"score_spread":0.23876815597568618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407010649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8892313,0.0009432874,0.107195005,0.000026962194,0.000024889647,0.000078737045,0.00036288067,0.00040427924,0.0017326159],"genre_scores_gemma":[0.9861903,0.00015807636,0.013200761,0.000004209255,0.0000039800166,0.000029117771,0.00015446814,0.000035924833,0.00022307332],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995047,0.000040051098,0.000054998207,0.00011877993,0.00024565996,0.00003571396],"domain_scores_gemma":[0.9964238,0.001416908,0.0006958669,0.00041002018,0.0009541417,0.00009929081],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00072440907,0.000357869,0.00032499433,0.00083636446,0.00016987289,0.00043790552,0.00048551158,0.00032340502,0.0007816986],"category_scores_gemma":[0.0034391365,0.00023011606,0.00019338015,0.0006206417,0.00038338115,0.00044702727,0.00021814075,0.00039262898,0.00012573709],"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":[0.00014970503,0.000035062316,0.013528181,0.00017453304,0.000010161591,0.000046130408,0.00014778634,0.007322757,0.951097,0.00024968083,0.000054769775,0.027184252],"study_design_scores_gemma":[0.0000059201648,0.0004428315,0.043806907,0.000016357297,0.000025480907,0.00015707983,0.0000852036,0.03871546,0.91501194,0.00012585359,0.0015633194,0.000043640634],"about_ca_topic_score_codex":0.0011163162,"about_ca_topic_score_gemma":0.0014949335,"teacher_disagreement_score":0.0011163162,"about_ca_system_score_codex":0.00020306322,"about_ca_system_score_gemma":0.00027050005,"threshold_uncertainty_score":0.0038310885},"labels":[],"label_agreement":null},{"id":"W4407245763","doi":"10.1016/j.jpse.2025.100265","title":"Active control of natural gas pipeline system based on Box-Jenkins method","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Advanced Sensor and Control Systems","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Natural Science Foundation of China","keywords":"Box–Jenkins; Pipeline (software); Natural gas; Control (management); Natural (archaeology); Computer science; Petroleum engineering; Environmental science; Engineering; Artificial intelligence; Waste management; Machine learning; History; Operating system; Archaeology","score_opus":0.0036726079675736306,"score_gpt":0.23138883891574794,"score_spread":0.2277162309481743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407245763","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014633955,0.0003077688,0.98148614,0.00007304274,0.000037769638,0.000046696732,0.00002284367,0.0002795612,0.003112246],"genre_scores_gemma":[0.9273502,0.00053387956,0.06571099,0.00006377511,0.00003861345,0.00022725225,0.00006626499,0.00005221286,0.005956843],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976224,0.000080972924,0.000009452147,0.000046277157,0.000077393364,0.000023772396],"domain_scores_gemma":[0.9997311,0.00015865381,0.000028870225,0.0000090624835,0.00006459422,0.000007674415],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062960765,0.00071543123,0.00090049044,0.00026143572,0.00035396984,0.00073155254,0.00079447444,0.0006577671,0.0018383556],"category_scores_gemma":[0.00058043294,0.00035733345,0.00061137613,0.00026628815,0.0006506553,0.00045441036,0.00046983917,0.00062336837,0.0001941428],"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":[0.000053625852,0.000023599527,0.00023437088,0.00013885605,0.000035507383,0.000080916034,0.00007243858,0.9664639,0.0061914143,0.006681765,0.00036832213,0.019655297],"study_design_scores_gemma":[0.0000041066446,0.0000148306835,0.000036141802,0.0000019047396,0.0000036082888,0.0000031399416,0.000002924122,0.9992091,0.0002271773,0.0002951064,0.00019935913,0.000002634546],"about_ca_topic_score_codex":0.010995791,"about_ca_topic_score_gemma":0.006162984,"teacher_disagreement_score":0.010995791,"about_ca_system_score_codex":0.0005104885,"about_ca_system_score_gemma":0.00085177016,"threshold_uncertainty_score":0.02186358},"labels":[],"label_agreement":null},{"id":"W4410198886","doi":"10.1016/j.jpse.2025.100292","title":"Thermal and residual stress distributions in butt fusion joints of HDPE pipes: FE simulation and experimental validation","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","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":"University of Alberta","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Residual stress; Fusion; High-density polyethylene; Materials science; Residual; Stress (linguistics); Thermal; Composite material; Nuclear engineering; Structural engineering; Computer science; Thermodynamics; Engineering; Physics; Polyethylene; Algorithm","score_opus":0.007836516104705898,"score_gpt":0.2509265205483707,"score_spread":0.24309000444366483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410198886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9843258,0.00013668432,0.0106499875,0.000049606995,0.000011421769,0.000044444696,0.00044267057,0.0002280923,0.004111239],"genre_scores_gemma":[0.9959074,0.00006344096,0.0029031185,0.000005286921,0.0000017025659,0.000028718256,0.000119966426,0.000015066107,0.0009551855],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985254,0.000017456545,0.00000823432,0.000026811676,0.0000635128,0.000031451997],"domain_scores_gemma":[0.9996513,0.00012164192,0.0000667649,0.000045434506,0.00009139381,0.000023507533],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004329126,0.0004900622,0.0004852513,0.00043626598,0.00038443625,0.00041221592,0.00069809065,0.0010869618,0.0017454763],"category_scores_gemma":[0.0006342485,0.00031666114,0.00044407867,0.00046726724,0.00061430596,0.0003749568,0.00024704885,0.00032086583,0.00021918087],"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":[0.00021424488,0.00018399884,0.0057653636,0.00018806806,0.00001840463,0.00042488103,0.0002927699,0.93499076,0.050379883,0.00071962515,0.00033903038,0.0064829793],"study_design_scores_gemma":[0.000019041388,0.00014926621,0.004007049,0.000013383293,0.00001026213,0.00004554455,0.000076370234,0.9818139,0.013351647,0.00014205395,0.000357765,0.000013812972],"about_ca_topic_score_codex":0.005359934,"about_ca_topic_score_gemma":0.003985933,"teacher_disagreement_score":0.005359934,"about_ca_system_score_codex":0.00045963418,"about_ca_system_score_gemma":0.0004346788,"threshold_uncertainty_score":0.010657489},"labels":[],"label_agreement":null},{"id":"W4410258570","doi":"10.1016/j.jpse.2025.100294","title":"Composite repair of large size diameter pipe with severe metal loss defects","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Alberta Energy","funders":"TransCanada PipeLines Limited","keywords":"Composite number; Materials science; Composite material","score_opus":0.003997490274982794,"score_gpt":0.21518175059925587,"score_spread":0.21118426032427307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410258570","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895691,0.00004259973,0.009658228,0.000009116306,0.000009423546,0.00008303844,0.00007635748,0.00016545,0.00038672498],"genre_scores_gemma":[0.9890977,0.00003530606,0.009645855,0.000009703677,0.000002280029,0.00003525485,0.00010632964,0.000025956946,0.0010416082],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994809,0.0000633171,0.0000302746,0.00008978583,0.00027077083,0.000064986794],"domain_scores_gemma":[0.9989215,0.00022552253,0.00025184278,0.00018085437,0.0003168299,0.00010346672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008195196,0.000637577,0.00045569582,0.00065694295,0.00034709836,0.00016136614,0.0005644283,0.000488854,0.0009353502],"category_scores_gemma":[0.0010956612,0.00025263845,0.0003469738,0.00030524415,0.00048721884,0.00035652242,0.00044881375,0.00035773803,0.00017741225],"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":[0.0004526353,0.00035165835,0.0034446255,0.00011958783,0.000019888488,0.00043565687,0.0001920331,0.0143153975,0.9707526,0.00010958852,0.00016898557,0.009637383],"study_design_scores_gemma":[0.000052357384,0.010446925,0.016793523,0.000008019157,0.00003188959,0.0005868938,0.000114596834,0.020419618,0.9504699,0.00006286842,0.000989346,0.00002408273],"about_ca_topic_score_codex":0.0009676611,"about_ca_topic_score_gemma":0.0028413935,"teacher_disagreement_score":0.0009676611,"about_ca_system_score_codex":0.00032290223,"about_ca_system_score_gemma":0.00034590106,"threshold_uncertainty_score":0.004334092},"labels":[],"label_agreement":null},{"id":"W4411081297","doi":"10.1016/j.jpse.2025.100307","title":"A critical and bibliometric review of life cycle cost analysis integration into decision support systems for pipeline asset integrity management","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Yayasan UTP","keywords":"Integrity management; Pipeline (software); Asset management; Life-cycle cost analysis; Asset (computer security); Decision support system; Computer science; Risk analysis (engineering); Business; Data mining; Computer security; Finance","score_opus":0.015632422133324365,"score_gpt":0.31727521754951626,"score_spread":0.3016427954161919,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411081297","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0016738345,0.97622377,0.001254458,0.0070039313,0.0011061255,0.0001353336,0.003727775,0.000081497485,0.008793297],"genre_scores_gemma":[0.015555968,0.9766684,0.001864141,0.0017322246,0.00080389966,0.00019351221,0.0024306767,0.00005311674,0.0006981301],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.97997737,0.0042584534,0.005119724,0.0015220429,0.008502461,0.0006199792],"domain_scores_gemma":[0.7890507,0.14105086,0.016785732,0.004849214,0.046294324,0.0019691116],"candidate_categories":["bibliometrics"],"consensus_categories":[],"category_scores_codex":[0.017860971,0.0015886002,0.0038487143,0.08621789,0.0013523181,0.0077237105,0.0023894054,0.002354385,0.009084896],"category_scores_gemma":[0.12971546,0.0011390982,0.0036858981,0.11933943,0.0022710531,0.0073880707,0.0026594757,0.0026461708,0.001889242],"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":[0.00017017109,0.00008359257,0.003870855,0.3069954,0.0020461068,0.0001962302,0.00056891044,0.001328942,0.00048815203,0.01350744,0.09874289,0.57200146],"study_design_scores_gemma":[0.000045709654,0.00012362102,0.016921908,0.32832032,0.007054975,0.00045231072,0.00088986306,0.00093864126,0.00074219605,0.0075579192,0.6368105,0.00014209654],"about_ca_topic_score_codex":0.021483038,"about_ca_topic_score_gemma":0.026033692,"teacher_disagreement_score":0.9137821,"about_ca_system_score_codex":0.009938952,"about_ca_system_score_gemma":0.031281427,"threshold_uncertainty_score":0.09445894},"labels":[],"label_agreement":null},{"id":"W4411333997","doi":"10.1016/j.jpse.2025.100314","title":"Enhancing hydrogen pipeline safety: Perspectives on resilience against hydrogen-induced degradation","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Combustion and Detonation Processes","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"National Key Research and Development Program of China; Sichuan Province Science and Technology Support Program; National Natural Science Foundation of China; University of Calgary","keywords":"Resilience (materials science); Degradation (telecommunications); Pipeline (software); Hydrogen; Environmental science; Materials science; Computer science; Engineering; Chemistry; Composite material; Telecommunications; Mechanical engineering","score_opus":0.007104841107767084,"score_gpt":0.23720746435589068,"score_spread":0.2301026232481236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411333997","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.014510124,0.8986155,0.024368012,0.02704441,0.0022450339,0.000075795586,0.00025522357,0.00016055569,0.032725323],"genre_scores_gemma":[0.21574023,0.76419336,0.0080756005,0.003557949,0.0014492348,0.00008246013,0.000205186,0.00003748797,0.006658497],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999073,0.00032303506,0.00006544522,0.00012570297,0.0002797985,0.00013288468],"domain_scores_gemma":[0.9968821,0.0014856146,0.00031870967,0.00011855189,0.0010295622,0.00016542387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027560412,0.000685427,0.00061279547,0.0023307654,0.00058475917,0.0025725425,0.00082732475,0.001715756,0.0040198923],"category_scores_gemma":[0.0035554252,0.00018229254,0.0006798815,0.0015339741,0.0014776229,0.004443597,0.0012034636,0.0011997935,0.00067083206],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025449594,0.00014708813,0.0057710866,0.033051215,0.00030618222,0.0012564729,0.001791731,0.011880973,0.02034432,0.24565256,0.03747486,0.64206904],"study_design_scores_gemma":[0.00002115118,0.00080485514,0.0064785113,0.012934534,0.00037774787,0.0010457044,0.0053391047,0.005615514,0.015091748,0.12425997,0.8279042,0.00012686908],"about_ca_topic_score_codex":0.0020678234,"about_ca_topic_score_gemma":0.0021842488,"teacher_disagreement_score":0.0040198923,"about_ca_system_score_codex":0.0015204317,"about_ca_system_score_gemma":0.0035150177,"threshold_uncertainty_score":0.014575541},"labels":[],"label_agreement":null},{"id":"W4413682544","doi":"10.1016/j.jpse.2025.100345","title":"Soil resistance under pipe vertical uplift in compacted clay: shallow tensile and deep shear failure mechanisms","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BP (Canada); University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Geotechnical engineering; Geology; Shear (geology); Ultimate tensile strength; Petrology; Materials science; Composite material","score_opus":0.004435969048519706,"score_gpt":0.20366458378061217,"score_spread":0.19922861473209247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413682544","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975217,0.00006027836,0.0021156908,0.0000084138865,0.000001247556,0.0000036646313,0.000020192954,0.000029347222,0.00023953909],"genre_scores_gemma":[0.9997526,0.00001840678,0.00013570386,0.0000010359171,3.4087176e-7,0.000001394681,0.000008834836,0.0000014393056,0.00008021974],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99987245,0.000016918491,0.000009977419,0.00003108824,0.000040206047,0.000029351426],"domain_scores_gemma":[0.999683,0.0000941154,0.00012375719,0.000037033547,0.00003916035,0.000022891294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022884137,0.0002663572,0.00030951705,0.00043151656,0.00014654275,0.00036885677,0.00034319365,0.00034343422,0.00037831985],"category_scores_gemma":[0.0005615716,0.00017287559,0.00024868612,0.00015967515,0.00048810808,0.0003189055,0.00035222346,0.00016625217,0.000083818726],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033514577,0.00008585972,0.03337002,0.00022680406,0.00005446594,0.0009943136,0.00041539545,0.09071017,0.8566116,0.00053478056,0.00006371797,0.016597753],"study_design_scores_gemma":[0.00005936956,0.001373176,0.22733432,0.000046224275,0.0001315099,0.0011292718,0.00069924066,0.4181488,0.34922045,0.0008799724,0.0008955979,0.000082129714],"about_ca_topic_score_codex":0.0016167616,"about_ca_topic_score_gemma":0.0017188839,"teacher_disagreement_score":0.0016167616,"about_ca_system_score_codex":0.00026335154,"about_ca_system_score_gemma":0.00014475592,"threshold_uncertainty_score":0.003214717},"labels":[],"label_agreement":null},{"id":"W4413920071","doi":"10.1016/j.jpse.2025.100353","title":"A Comprehensive Survey on Pipeline Monitoring Technologies: Advancements, Challenges, Market Opportunities and Future Directions","year":2025,"lang":"en","type":"article","venue":"Journal of Pipeline Science and Engineering","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":"Thales (Canada)","funders":"","keywords":"Pipeline (software); Data science; Computer science; Systems engineering; Engineering; Business","score_opus":0.030324992873702095,"score_gpt":0.2453264087996901,"score_spread":0.21500141592598798,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413920071","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0077266423,0.94622785,0.015953043,0.006727392,0.0010224864,0.000061017647,0.0006528796,0.00028219036,0.021346537],"genre_scores_gemma":[0.023651134,0.9623228,0.008232658,0.0011026578,0.00088251743,0.000033022912,0.00075259863,0.000052716747,0.002970014],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99848324,0.00027189587,0.00022220169,0.00025418226,0.00064324925,0.00012524164],"domain_scores_gemma":[0.9926559,0.0044689323,0.0005983483,0.0002461199,0.0018123694,0.00021841124],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024502398,0.0009579577,0.00081243744,0.0075681037,0.00060107466,0.0026762076,0.00092489435,0.0014550914,0.005424769],"category_scores_gemma":[0.0058232187,0.0005266603,0.00091184105,0.010165594,0.0006343177,0.006216465,0.0010153367,0.0012347873,0.0016886573],"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":[0.00006460253,0.00008007943,0.0047781467,0.011186518,0.00005884069,0.00021013703,0.0003128018,0.0022460902,0.0022030016,0.020325651,0.037335817,0.9211983],"study_design_scores_gemma":[0.000005575136,0.00019681391,0.007328774,0.007214694,0.00014639573,0.0011570276,0.0010594344,0.0035066355,0.0019896098,0.011582166,0.9657271,0.00008573084],"about_ca_topic_score_codex":0.002085199,"about_ca_topic_score_gemma":0.0028638833,"teacher_disagreement_score":0.0075681037,"about_ca_system_score_codex":0.0008609585,"about_ca_system_score_gemma":0.0018559307,"threshold_uncertainty_score":0.018147647},"labels":[],"label_agreement":null}]}