{"meta":{"query_hash":"cb1c5402769a","filters":{"venue":"The Eighteenth International Offshore and Polar Engineering Conference"},"cohort_total":19,"direct_labels_cover":0,"predictions_cover":19,"exported":19,"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/cb1c5402769a","api":"https://metacan.xera.ac/api/v1/cohort?venue=The+Eighteenth+International+Offshore+and+Polar+Engineering+Conference"},"results":[{"id":"W188233313","doi":"","title":"Mapping Mean Annual Icing Hours For the Québec Wind Energy Industry","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Icing and De-icing Technologies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Icing; Environmental science; Meteorology; Precipitation; Wind speed; Climatology; Geography; Geology","score_opus":0.017243850404314625,"score_gpt":0.2056115996959465,"score_spread":0.1883677492916319,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W188233313","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6218206,0.002098915,0.368685,0.0029565978,0.0017115502,0.00023320496,0.00010298562,0.0009862289,0.0014049046],"genre_scores_gemma":[0.9983316,0.00044859276,0.00058028486,0.000090507565,0.00030147913,0.000015474956,0.000009458175,0.000028944034,0.00019362241],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992417,0.0000084941275,0.00019101218,0.00014633077,0.00017151533,0.00024092187],"domain_scores_gemma":[0.99935305,0.00028251685,0.00003524548,0.00021296363,0.00007564435,0.00004057207],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014523769,0.0001893229,0.00014578039,0.000111903435,0.00019968976,0.00004782936,0.00044387672,0.00013383571,0.000011650143],"category_scores_gemma":[0.000062602005,0.00012586196,0.000054578406,0.000102926824,0.00009950519,0.00011363897,0.00007459561,0.0003847517,0.0000025644836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013200156,0.00013517015,0.048697222,0.000273593,0.0029998107,0.00009291864,0.02856794,0.5478883,0.004841908,0.18720394,0.048623722,0.13054352],"study_design_scores_gemma":[0.00083194295,0.00013227368,0.04151982,0.000425368,0.00008508401,0.00033984715,0.0023951116,0.7532129,0.019096982,0.0004416074,0.18055841,0.0009606349],"about_ca_topic_score_codex":0.00080357597,"about_ca_topic_score_gemma":0.00014394995,"teacher_disagreement_score":0.376511,"about_ca_system_score_codex":0.000054981872,"about_ca_system_score_gemma":0.00004161312,"threshold_uncertainty_score":0.5132502},"labels":[],"label_agreement":null},{"id":"W2182462293","doi":"","title":"Optimization of a Direct Drive Active Heave Compensator","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Underwater Vehicles and Communication Systems","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria; Dynamic Systems Analysis (Canada)","funders":"","keywords":"Winch; Control theory (sociology); Compensation (psychology); Engineering; Control engineering; Nonlinear system; Work (physics); Coupling (piping); Control system; Marine engineering; Computer science; Control (management); Mechanical engineering; Physics; Electrical engineering","score_opus":0.016866615091597204,"score_gpt":0.20191685473260515,"score_spread":0.18505023964100795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2182462293","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6252687,0.0014966107,0.35782057,0.00059491047,0.00060349156,0.00040908912,0.00014572176,0.00035656113,0.013304373],"genre_scores_gemma":[0.9971658,0.00076935854,0.0018933085,0.000014997088,0.00005795352,0.000010228609,0.00002533468,0.000014943557,0.00004808006],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99945337,0.000019368457,0.00019497637,0.00008542864,0.00014863354,0.00009825637],"domain_scores_gemma":[0.9995969,0.00006669421,0.000041473144,0.0001606027,0.00009463253,0.00003970204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000061623425,0.000111819565,0.00014089601,0.000064396874,0.00005196775,0.00001925363,0.00025280812,0.000038202663,0.000037872596],"category_scores_gemma":[0.0000044124254,0.00008756134,0.000035909005,0.000069611684,0.0000529607,0.000112896436,0.000048346028,0.000111254456,0.0000036003582],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013372676,0.00017871331,0.016451206,0.00024095958,0.0018082373,0.000020994965,0.014757329,0.868265,0.046539787,0.043393053,0.0010448904,0.0071661514],"study_design_scores_gemma":[0.0003117442,0.000037127476,0.008395363,0.00010668664,0.000020578349,0.000052141877,0.00013380892,0.947938,0.027572,0.000029185388,0.015173485,0.00022984203],"about_ca_topic_score_codex":0.000031821513,"about_ca_topic_score_gemma":0.0000034164448,"teacher_disagreement_score":0.37189713,"about_ca_system_score_codex":0.000027980093,"about_ca_system_score_gemma":0.000013305629,"threshold_uncertainty_score":0.35706478},"labels":[],"label_agreement":null},{"id":"W2187693274","doi":"","title":"Finite Element Simulation For Shear Failure of Wrinkled Pipeline","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Structural Integrity and Reliability Analysis","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 Windsor","funders":"","keywords":"Tearing; Finite element method; Shear (geology); Structural engineering; Deformation (meteorology); Materials science; Wrinkle; Curvature; Pipeline transport; Geology; Composite material; Engineering; Geometry; Mechanical engineering; Mathematics","score_opus":0.019213438376991233,"score_gpt":0.236539629373592,"score_spread":0.21732619099660075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2187693274","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36014262,0.0007618539,0.63544124,0.001457173,0.000742421,0.0004447058,0.00017710456,0.00016955983,0.00066330883],"genre_scores_gemma":[0.997455,0.00023520648,0.0020017456,0.000019391313,0.0001395409,0.00001169655,0.000050874496,0.0000116724395,0.000074891504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933124,0.000009086725,0.00026802724,0.00010919562,0.00016074195,0.00012170553],"domain_scores_gemma":[0.99943656,0.00021144563,0.000037045775,0.0001281185,0.00014866969,0.00003817099],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109141794,0.00012829449,0.00016001551,0.00008176521,0.00005460316,0.00001696406,0.00018402685,0.00006206654,0.00008898559],"category_scores_gemma":[0.000077585566,0.0000935011,0.00008611364,0.00007945144,0.000043099157,0.00009416488,0.00002622438,0.00014206454,0.0000025791728],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037262278,0.00001430467,0.0010459177,0.00008918032,0.00022575016,0.0000011587338,0.00049574696,0.9850222,0.0023661763,0.00918322,0.0004836371,0.0010354363],"study_design_scores_gemma":[0.0002847356,0.000024166238,0.0019094362,0.000034407472,0.000035797915,0.000004750496,0.000030611376,0.978324,0.004239457,0.00017059415,0.014828479,0.000113591355],"about_ca_topic_score_codex":0.000017615695,"about_ca_topic_score_gemma":0.000008208873,"teacher_disagreement_score":0.63731235,"about_ca_system_score_codex":0.000024983383,"about_ca_system_score_gemma":0.000010595608,"threshold_uncertainty_score":0.3812864},"labels":[],"label_agreement":null},{"id":"W2258096477","doi":"","title":"Hybrid Offshore Drilling & Production Concepts For the East Coast of Canada And Heavy Sea Ice Environments","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Arctic and Antarctic ice dynamics","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Submarine pipeline; Buoy; Drilling; Geology; Marine engineering; Production (economics); Oceanography; Offshore drilling; Sea ice; Petroleum engineering; Engineering; Mechanical engineering","score_opus":0.01222951683332096,"score_gpt":0.19141783600008042,"score_spread":0.17918831916675945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2258096477","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98795253,0.00047116,0.008916664,0.0015071708,0.00060887623,0.00018750592,0.0002453445,0.000007918872,0.000102833415],"genre_scores_gemma":[0.9985668,0.0006500267,0.00032062887,0.00008014055,0.0001591331,0.0000020496714,0.00007330651,0.0000038558387,0.00014408148],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99932927,0.000014053184,0.00015432687,0.0001401798,0.00021472415,0.0001474382],"domain_scores_gemma":[0.9995661,0.00018126656,0.00006560981,0.000096944554,0.000038112226,0.000051977713],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014204453,0.00010768654,0.0001045079,0.000019401268,0.00021183961,0.00001723679,0.00017229009,0.000018461273,0.000042399144],"category_scores_gemma":[0.000046086632,0.00006760357,0.000022396189,0.000027128532,0.00014487529,0.000097141536,0.000020345307,0.00010716041,6.325439e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033670815,0.00003940089,0.9322242,0.00012771123,0.000504168,0.00001788282,0.003434697,0.03769124,0.00028184455,0.00593834,0.0017805188,0.017623251],"study_design_scores_gemma":[0.0003230214,0.000087149194,0.49859622,0.00008276336,0.000061149556,0.00022932458,0.0006312746,0.47020423,0.0007980466,0.00012164462,0.028610395,0.00025477566],"about_ca_topic_score_codex":0.020522045,"about_ca_topic_score_gemma":0.016108634,"teacher_disagreement_score":0.433628,"about_ca_system_score_codex":0.000009065604,"about_ca_system_score_gemma":0.000078194484,"threshold_uncertainty_score":0.98600036},"labels":[],"label_agreement":null},{"id":"W2271223310","doi":"","title":"Evacuation Training Using Immersive Simulators","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Maritime Navigation and Safety","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Training (meteorology); Drill; Aeronautics; Craft; Engineering; Plan (archaeology); Emergency evacuation; Marine engineering; Submarine pipeline; Emergency response; Meteorology; Geology; Medical emergency; Geography","score_opus":0.03867559713546108,"score_gpt":0.23064181048384622,"score_spread":0.19196621334838515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2271223310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9158143,0.00046615186,0.07769289,0.00026293047,0.00092885975,0.0001531812,0.00003616623,0.00016041369,0.004485136],"genre_scores_gemma":[0.99865276,0.00023479533,0.00078391406,0.000047175472,0.00016971659,0.0000035992073,0.000031628253,0.000018693343,0.000057698417],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933606,0.000012866441,0.00018512638,0.00011293924,0.00019779346,0.00015519097],"domain_scores_gemma":[0.9996603,0.0000750286,0.000026593592,0.00010215046,0.00007080417,0.0000651306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001036526,0.00013947618,0.000115462404,0.000081418635,0.000102294165,0.000031707237,0.00016346297,0.000053916097,0.00013638465],"category_scores_gemma":[0.00002700454,0.000118435084,0.00004068374,0.00008964784,0.000043590517,0.00017345647,0.000027813914,0.00017856546,0.000010593395],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006848256,0.00005837712,0.021349397,0.00014156857,0.00097634416,0.00008103143,0.015747152,0.7849081,0.03575843,0.12402314,0.0014254772,0.015462474],"study_design_scores_gemma":[0.00020888721,0.000009338277,0.00896321,0.00004006062,0.000015261796,0.00006231848,0.00008977136,0.979966,0.0014038545,0.00006812699,0.008995704,0.00017750301],"about_ca_topic_score_codex":0.000017013317,"about_ca_topic_score_gemma":0.000001476705,"teacher_disagreement_score":0.19505784,"about_ca_system_score_codex":0.000050142105,"about_ca_system_score_gemma":0.000025152376,"threshold_uncertainty_score":0.48296425},"labels":[],"label_agreement":null},{"id":"W2300736732","doi":"","title":"Materials Selection For Bitumen With Heavy Naphthenic Acid In Canadian Oil Sands","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Petroleum Processing and Analysis","field":"Chemistry","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Refinery; Oil sands; Naphthenic acid; Asphalt; Oil refinery; Environmental science; Waste management; API gravity; Refining (metallurgy); Synthetic crude; Unconventional oil; Distillation; Coke; Petroleum; Naphtha; Corrosion; Fossil fuel; Petroleum engineering; Crude oil; Chemistry; Metallurgy; Geology; Environmental engineering; Engineering; Materials science","score_opus":0.01054386855846849,"score_gpt":0.21106415674296475,"score_spread":0.20052028818449627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2300736732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99627715,0.0002547797,0.00048454775,0.0005455703,0.00006652811,0.000008738126,0.000070717135,0.000031809035,0.0022601394],"genre_scores_gemma":[0.9977561,0.00018063658,0.00026730463,0.000037128906,0.00013865087,0.00002405437,0.0000691506,0.000013209581,0.0015137523],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936247,0.000005761702,0.0001446245,0.00015359803,0.00012076349,0.00021277084],"domain_scores_gemma":[0.9997053,0.000028449302,0.000041147752,0.0000796284,0.00006649458,0.00007898435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010373122,0.00012250381,0.0001324839,0.000119460994,0.000103914645,0.000059125563,0.00017178748,0.000051567033,0.00014522036],"category_scores_gemma":[0.000022216656,0.00008823512,0.000024958952,0.00008218839,0.000033361663,0.000093229435,0.000012776522,0.00010360929,0.0000021653307],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072287547,0.00017852175,0.2174832,0.0005915154,0.0013419818,0.000069115864,0.0033289453,0.0023340168,0.7382465,0.019988954,0.00073753233,0.01497683],"study_design_scores_gemma":[0.0036574914,0.00020684322,0.021365141,0.0012670289,0.00024786423,0.0007294128,0.000283377,0.15420707,0.64161116,0.00017824562,0.174575,0.0016713846],"about_ca_topic_score_codex":0.011600571,"about_ca_topic_score_gemma":0.009404213,"teacher_disagreement_score":0.19611806,"about_ca_system_score_codex":0.00008473559,"about_ca_system_score_gemma":0.00014200596,"threshold_uncertainty_score":0.9949813},"labels":[],"label_agreement":null},{"id":"W2559502469","doi":"","title":"ARKTOS Evacuation Craft: History, Capability And Future Developments","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Evacuation and Crowd Dynamics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Penticton Regional Hospital","funders":"","keywords":"Craft; Computer science; Engineering; History; Archaeology","score_opus":0.014267981312497844,"score_gpt":0.19353714306801148,"score_spread":0.17926916175551363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559502469","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9669085,0.0029865392,0.022406721,0.001259289,0.0017678288,0.00021642157,0.000029117462,0.00027144866,0.0041541075],"genre_scores_gemma":[0.9968586,0.0017197398,0.0008172243,0.00007238958,0.00020542486,0.000012568926,0.000032879827,0.000016470874,0.00026469643],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99933237,0.000013156855,0.00018455072,0.00014081901,0.00019633542,0.00013279817],"domain_scores_gemma":[0.9996739,0.00003329265,0.000026073829,0.00012106162,0.00007542293,0.00007022557],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011651867,0.0001536023,0.000109911336,0.0000696101,0.00006625763,0.000033782613,0.00015429617,0.00006390524,0.00007596461],"category_scores_gemma":[0.000018452207,0.00012711441,0.0000233239,0.000045393917,0.00005727724,0.00022746706,0.00003424992,0.0001705926,0.0000082571805],"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":[0.00020053436,0.00028941393,0.2833281,0.0008400952,0.0016455583,0.000100652556,0.029403817,0.020212397,0.019943263,0.54152447,0.026641654,0.07587008],"study_design_scores_gemma":[0.00041434963,0.000021818729,0.3300107,0.000044410248,0.00002503102,0.0001000493,0.00007441788,0.3862202,0.00039272453,0.00015937597,0.28214392,0.00039299476],"about_ca_topic_score_codex":0.0000125620245,"about_ca_topic_score_gemma":0.000011948211,"teacher_disagreement_score":0.5413651,"about_ca_system_score_codex":0.0001313947,"about_ca_system_score_gemma":0.000035608387,"threshold_uncertainty_score":0.5183575},"labels":[],"label_agreement":null},{"id":"W2734858963","doi":"","title":"Application of End Plates For Vertical Axis Hydro Turbine Performance Enhancement","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Cavitation Phenomena in Pumps","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Towing; Horizontal axis; Torque; Vertical axis; Turbine; Marine engineering; Geology; Water turbine; Geodesy; Engineering; Mechanical engineering; Structural engineering; Physics; Engineering drawing","score_opus":0.012135551836663507,"score_gpt":0.2110865504995846,"score_spread":0.1989509986629211,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2734858963","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85501075,0.0003614028,0.14315598,0.00015420544,0.0003221973,0.00022020754,0.000034174995,0.00006636437,0.0006747264],"genre_scores_gemma":[0.99772173,0.0003875441,0.0015954943,0.00001745707,0.00009540444,0.00006708722,0.00005762861,0.000016033571,0.00004161733],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999358,0.0000039990805,0.00022792375,0.00011216629,0.00016606347,0.00013185266],"domain_scores_gemma":[0.9996104,0.00011142736,0.0000244302,0.0001291695,0.000083568506,0.000040963318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008574774,0.00012090788,0.00012112654,0.00006553362,0.000044143235,0.0000123088685,0.00018806683,0.000035869933,0.000038714476],"category_scores_gemma":[0.00002047492,0.00010077635,0.000032846594,0.000060348757,0.000056351833,0.000112481044,0.000027210319,0.00008904345,0.000006731159],"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":[0.00041015586,0.00036412533,0.040932488,0.0013795329,0.0016678572,0.000006633257,0.0072370647,0.15499502,0.4202063,0.3175414,0.0030614506,0.052197974],"study_design_scores_gemma":[0.0003163093,0.00006613839,0.015761832,0.000037472968,0.000018549805,0.000013750168,0.000010437222,0.9072839,0.064165585,0.00012321904,0.012037606,0.00016518628],"about_ca_topic_score_codex":0.000006345574,"about_ca_topic_score_gemma":8.051554e-7,"teacher_disagreement_score":0.7522889,"about_ca_system_score_codex":0.00003862088,"about_ca_system_score_gemma":0.00001220045,"threshold_uncertainty_score":0.41095403},"labels":[],"label_agreement":null},{"id":"W2744983657","doi":"","title":"Computation of Slamming Forces OnWedges of Small Deadrise Angles Using a CIP Method","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Slamming; Computation; Computer science; Geology; Engineering; Marine engineering; Hull; Algorithm","score_opus":0.029847877366608325,"score_gpt":0.25870965184275635,"score_spread":0.22886177447614803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2744983657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.50083804,0.0003036748,0.49820718,0.00001852408,0.00019779074,0.00005069505,0.000023275961,0.000028304952,0.00033251912],"genre_scores_gemma":[0.96915114,0.00016932013,0.030576343,0.0000037421262,0.00004889777,0.000002673056,0.000015963351,0.000014386289,0.00001752829],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99941725,0.000014608821,0.00026994798,0.00008556441,0.00011711665,0.000095498246],"domain_scores_gemma":[0.9995356,0.00014353172,0.000061812396,0.00008947261,0.00014147734,0.000028092965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000087344204,0.000111821486,0.0001501537,0.0001537149,0.000049421607,0.000014173822,0.0001384321,0.000039272774,0.000014468915],"category_scores_gemma":[0.00002620325,0.00009485367,0.000051550815,0.000097726464,0.000044806144,0.00012984172,0.00003156889,0.00010193281,6.285641e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010761095,0.000020993602,0.0039831777,0.00008406453,0.00017543513,0.0000018773433,0.0010252708,0.94730294,0.026954638,0.018861383,0.000020870133,0.0015585776],"study_design_scores_gemma":[0.00011403978,0.00001860557,0.007006982,0.000115227245,0.000023754186,0.000027707909,0.00004787189,0.9866784,0.005495191,0.00009752328,0.00028213087,0.0000925222],"about_ca_topic_score_codex":0.00008109669,"about_ca_topic_score_gemma":0.000009626349,"teacher_disagreement_score":0.4683131,"about_ca_system_score_codex":0.000025201809,"about_ca_system_score_gemma":0.000017412363,"threshold_uncertainty_score":0.38680205},"labels":[],"label_agreement":null},{"id":"W2797594064","doi":"","title":"Numerical Analysis For Electro-Osmotic Consolidation In Two-Dimensional Electric Field","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Consolidation (business); Electric field; Physics; Business; Accounting","score_opus":0.011508095238791061,"score_gpt":0.24123570314761794,"score_spread":0.22972760790882688,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2797594064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7817689,0.0006347108,0.21548074,0.00070072757,0.00024137791,0.0002968459,0.000010312964,0.00025387155,0.00061251543],"genre_scores_gemma":[0.9979219,0.00022390367,0.001527167,0.00008515386,0.0001026219,0.000052925865,0.000047824455,0.000016517857,0.000022005019],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991675,0.000016338348,0.00024742028,0.00015464902,0.00019296046,0.00022111951],"domain_scores_gemma":[0.9993766,0.0003397794,0.00003391029,0.000119279044,0.00008346277,0.000046994086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013321363,0.00014788224,0.00018148003,0.00033564406,0.000042766744,0.000024969868,0.00019044205,0.000049382164,0.00003824563],"category_scores_gemma":[0.0000978423,0.00012850504,0.000064780565,0.00038376712,0.000013927452,0.00009070623,0.000014708497,0.00020294102,0.0000029400544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025444728,0.00023123842,0.20320807,0.00014546233,0.0031798389,0.000046793077,0.0012444597,0.54302585,0.1312644,0.10028477,0.0064919265,0.010622756],"study_design_scores_gemma":[0.0002944371,0.000058046364,0.028981777,0.000014241568,0.00005505697,0.000025465026,0.0000018698512,0.9037548,0.06542341,0.00030866096,0.0008995588,0.00018272473],"about_ca_topic_score_codex":0.000040073963,"about_ca_topic_score_gemma":0.0000065892564,"teacher_disagreement_score":0.36072892,"about_ca_system_score_codex":0.00007074949,"about_ca_system_score_gemma":0.00002923837,"threshold_uncertainty_score":0.52402836},"labels":[],"label_agreement":null},{"id":"W2799756031","doi":"","title":"Numerical Study of the Mechanics of Inflatable Anchors In Clay","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Inflatable; Geotechnical engineering; Geology; Mechanics; Engineering; Physics; Mechanical engineering","score_opus":0.012927222673004482,"score_gpt":0.20140365969790341,"score_spread":0.18847643702489894,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2799756031","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.986831,0.0002125865,0.01208562,0.000055792392,0.00031414526,0.00015955136,0.00000835054,0.00004837193,0.0002845813],"genre_scores_gemma":[0.9997306,0.00014011854,0.00006956507,0.0000043222153,0.000022801281,0.0000087802155,0.0000025266797,0.000012563583,0.000008714607],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99929476,0.000016532964,0.00027559264,0.00009020622,0.00021008549,0.00011284552],"domain_scores_gemma":[0.9996316,0.0000650089,0.00003634165,0.00018758638,0.00005314534,0.000026360809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011923802,0.00010980593,0.00015794463,0.00007120427,0.000023927847,0.000006193232,0.0002906467,0.000049266397,0.000011208173],"category_scores_gemma":[0.00005626784,0.000074748474,0.000032112246,0.00021208091,0.000024575063,0.00006580921,0.000051394356,0.0002006016,5.7394544e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000066649936,0.00006126673,0.010309578,0.000038481565,0.000045460314,0.0000015397973,0.0008634029,0.980549,0.0019953682,0.005898127,0.000031750304,0.00019938366],"study_design_scores_gemma":[0.0002986958,0.000055215638,0.060172856,0.000072529016,0.000011471996,0.000009300253,0.00005826041,0.9360798,0.002375887,0.00007614494,0.0006728873,0.00011697204],"about_ca_topic_score_codex":0.0000856822,"about_ca_topic_score_gemma":0.000009525019,"teacher_disagreement_score":0.049863275,"about_ca_system_score_codex":0.000024076571,"about_ca_system_score_gemma":0.000013478917,"threshold_uncertainty_score":0.30481544},"labels":[],"label_agreement":null},{"id":"W2807943434","doi":"","title":"Modeling And Simulation of a Tension Leg Platform","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Tension (geology); Computer science; Materials science; Compression (physics)","score_opus":0.019896882829607658,"score_gpt":0.2188471364835396,"score_spread":0.19895025365393193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2807943434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55045944,0.00029221328,0.44856265,0.000061910985,0.0000930708,0.00003864227,0.000008219127,0.000048482107,0.00043533754],"genre_scores_gemma":[0.9986615,0.0005543904,0.00066971645,0.000015157063,0.00004289088,0.0000017043927,0.000017067296,0.000009197483,0.000028376833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995516,0.0000038953863,0.00016431163,0.00007781338,0.0001279522,0.00007443667],"domain_scores_gemma":[0.9997707,0.000038678925,0.000018268669,0.000077104814,0.000061143866,0.00003409623],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000058170506,0.0000901659,0.00010471509,0.0000836495,0.000044302924,0.000015879981,0.000077407916,0.000036869427,0.000020076597],"category_scores_gemma":[0.000016507642,0.00006938074,0.000025737461,0.00005656944,0.000028073142,0.00015070933,0.000025373905,0.00008527926,0.0000015696884],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000048620614,0.0000034326542,0.00078366726,0.000012312198,0.00004982485,0.0000011644212,0.0002871528,0.99348074,0.00078545074,0.0040217373,0.000011059224,0.0005586202],"study_design_scores_gemma":[0.00010701317,0.000008542544,0.001582506,0.00002514761,0.000014395646,0.000012790853,0.000027106858,0.9976312,0.00016090384,0.000075810975,0.00027759463,0.00007700311],"about_ca_topic_score_codex":0.000019791452,"about_ca_topic_score_gemma":0.0000050693193,"teacher_disagreement_score":0.44820204,"about_ca_system_score_codex":0.000012108478,"about_ca_system_score_gemma":0.0000075914777,"threshold_uncertainty_score":0.2829264},"labels":[],"label_agreement":null},{"id":"W2906545886","doi":"","title":"Detailed Design of Marine Terminal In Edward¿s Cove, Labrador","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Offshore Engineering and Technologies","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Cove; Terminal (telecommunication); Oceanography; Geology; Geography; Archaeology; Engineering; Telecommunications","score_opus":0.015553352652494407,"score_gpt":0.20209017037097157,"score_spread":0.18653681771847716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2906545886","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93076175,0.00080840226,0.06595856,0.00017248216,0.0005791145,0.00019612745,0.0000266849,0.0003693732,0.0011274758],"genre_scores_gemma":[0.99463344,0.00116805,0.0040141465,0.000007797952,0.0000624369,0.000018001947,0.000011124424,0.00002515282,0.000059877628],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991722,0.0000126813,0.00027880367,0.00014017984,0.00018378024,0.0002123424],"domain_scores_gemma":[0.9995574,0.0001289205,0.000031834188,0.00019455043,0.000045390734,0.00004194078],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013654468,0.00019874414,0.00022266933,0.00021656185,0.000027756123,0.000017930884,0.00036725652,0.00008640904,0.000047126352],"category_scores_gemma":[0.000055615354,0.00016067809,0.000039036186,0.00015917071,0.00008502106,0.000119013646,0.000088663044,0.0002760932,0.000006167257],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021438116,0.00026401755,0.1882804,0.00060714985,0.0010150967,0.0005627883,0.002780915,0.6547385,0.03463413,0.07713934,0.0026042068,0.03715906],"study_design_scores_gemma":[0.0007158256,0.00010911583,0.16342434,0.00019183454,0.000028847966,0.0002651093,0.00005847533,0.8132164,0.016060917,0.00028461116,0.005119457,0.0005250719],"about_ca_topic_score_codex":0.000026047384,"about_ca_topic_score_gemma":0.000010365963,"teacher_disagreement_score":0.15847787,"about_ca_system_score_codex":0.000037669848,"about_ca_system_score_gemma":0.000020445017,"threshold_uncertainty_score":0.65522623},"labels":[],"label_agreement":null},{"id":"W3020953814","doi":"","title":"Relationships Between the Compressive Strength And the Testing Method For Cemented Soils","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Life Prediction Technologies (Canada)","funders":"","keywords":"Compressive strength; Geotechnical engineering; Soil water; Geology; Materials science; Soil science; Composite material","score_opus":0.04272027199664667,"score_gpt":0.24399349020525796,"score_spread":0.20127321820861127,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3020953814","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16386642,0.0012852453,0.8304939,0.0020478566,0.000403594,0.0006172088,0.000095035844,0.00032991183,0.00086083135],"genre_scores_gemma":[0.99605113,0.00021398002,0.003395458,0.000021435448,0.00016979844,0.00005996609,0.000032450607,0.000020827816,0.00003494763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992466,0.000051942967,0.00023655593,0.00013274403,0.00016383968,0.00016833063],"domain_scores_gemma":[0.9977769,0.0018621177,0.00004260503,0.00016836594,0.00010002906,0.00004996586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047589367,0.00016128198,0.00015656362,0.000044435285,0.00029664263,0.00006356787,0.00026517152,0.00006415261,0.0000044842777],"category_scores_gemma":[0.00040971726,0.00008996975,0.000040714902,0.00011270411,0.00010018052,0.00008579914,0.00005844871,0.00035429373,0.000001142301],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005653843,0.000025945272,0.0092867995,0.00015250813,0.0007007953,0.0000028819459,0.0031024986,0.76007533,0.0006654116,0.21378255,0.0009138301,0.0112349205],"study_design_scores_gemma":[0.00045394764,0.000015020174,0.020174682,0.000045410463,0.00004755675,0.000018225202,0.000051732146,0.9727705,0.00015946972,0.0005033187,0.0056309463,0.0001291788],"about_ca_topic_score_codex":0.0000305397,"about_ca_topic_score_gemma":0.0000038421617,"teacher_disagreement_score":0.83218473,"about_ca_system_score_codex":0.000020947271,"about_ca_system_score_gemma":0.000012221758,"threshold_uncertainty_score":0.36688596},"labels":[],"label_agreement":null},{"id":"W3021632747","doi":"","title":"Numerical Study On Failure of X52 Wrinkled Pipelines Subjected to Bending Deformation","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Deformation (meteorology); Bending; Materials science; Pipeline transport; Structural engineering; Composite material; Forensic engineering; Engineering; Mechanical engineering","score_opus":0.01720606863688628,"score_gpt":0.2310874379891968,"score_spread":0.2138813693523105,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021632747","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9905292,0.000050151557,0.007865187,0.0005375944,0.00033622805,0.00016341043,0.000016934706,0.000095466654,0.00040586467],"genre_scores_gemma":[0.9994505,0.00003809232,0.00031606847,0.000022480895,0.00010992555,0.000009718872,0.000016125943,0.00001197016,0.000025131034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99916536,0.000021598717,0.00028385263,0.00013038563,0.00026308864,0.000135708],"domain_scores_gemma":[0.9995347,0.00009020587,0.000033797627,0.00016119912,0.00011709146,0.00006297096],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000107153886,0.00016023031,0.00019614458,0.00016712886,0.00006744538,0.000026804728,0.00025675297,0.000054528253,0.00005453353],"category_scores_gemma":[0.000073714065,0.00011139885,0.000060602,0.00020685239,0.000025650066,0.00011583803,0.000035107987,0.00023273479,0.000011907396],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003805194,0.0005375775,0.18940783,0.00035753948,0.0028625955,0.00005620273,0.027647996,0.65514266,0.07094304,0.043034453,0.0032125637,0.0064169965],"study_design_scores_gemma":[0.00085604895,0.00046841044,0.38288006,0.00024939535,0.00014896093,0.00009940915,0.001242795,0.558309,0.049156744,0.00015312785,0.005660691,0.0007753447],"about_ca_topic_score_codex":0.000067334855,"about_ca_topic_score_gemma":0.000012683268,"teacher_disagreement_score":0.19347224,"about_ca_system_score_codex":0.000040497795,"about_ca_system_score_gemma":0.000009485998,"threshold_uncertainty_score":0.45427132},"labels":[],"label_agreement":null},{"id":"W3022377414","doi":"","title":"Thermal And Microstructure Simulation of High Strength Pipeline Girth Welds","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Welding Techniques and Residual Stresses","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Resources Canada","funders":"","keywords":"Microstructure; Pipeline (software); Materials science; Welding; Girth (graph theory); Metallurgy; Composite material; Engineering; Mathematics; Mechanical engineering; Combinatorics","score_opus":0.009834971793109321,"score_gpt":0.2110503532561879,"score_spread":0.20121538146307857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022377414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98477,0.00092667004,0.013350864,0.00013769661,0.00021145285,0.00007388166,0.000065971246,0.00011130499,0.0003521827],"genre_scores_gemma":[0.9976414,0.0011115078,0.0010258012,0.000011618388,0.0001283916,0.0000023720056,0.000023569366,0.000014819215,0.000040562605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995045,0.0000074890054,0.00016119474,0.00009651258,0.00012470255,0.00010562072],"domain_scores_gemma":[0.99970734,0.00007288078,0.000030842984,0.0001003268,0.000051962346,0.00003663983],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000043888595,0.00012954416,0.00012382791,0.000056968016,0.00004608562,0.000020566558,0.00014643815,0.000064640146,0.000043859953],"category_scores_gemma":[0.000015488522,0.00009233464,0.000022719647,0.000047372247,0.00006453798,0.00007982654,0.00004632297,0.00014592112,6.013515e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006646124,0.000042249245,0.0125286775,0.00020742355,0.00035170815,0.00002308169,0.0011965348,0.9318646,0.023029795,0.019340767,0.0013748468,0.009973852],"study_design_scores_gemma":[0.0005001341,0.00007631682,0.108273946,0.00016724784,0.00004541703,0.000058994643,0.000027530556,0.8134525,0.06208088,0.0003028042,0.0145969065,0.00041732975],"about_ca_topic_score_codex":0.00005085407,"about_ca_topic_score_gemma":0.000003959839,"teacher_disagreement_score":0.118412115,"about_ca_system_score_codex":0.000009764841,"about_ca_system_score_gemma":0.000007388256,"threshold_uncertainty_score":0.37652972},"labels":[],"label_agreement":null},{"id":"W3022555818","doi":"","title":"Frequency Response Tuning For a Two-Body Heaving Wave Energy Converter","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Wave and Wind Energy Systems","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Acoustics; Energy (signal processing); Physics; Frequency response; Wave energy converter; Computer science; Electrical engineering; Engineering","score_opus":0.019556236098068107,"score_gpt":0.21088708896744254,"score_spread":0.19133085286937443,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022555818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5389086,0.0016885706,0.45208034,0.0006679267,0.0024827349,0.00021897802,0.00010496488,0.00040671343,0.0034411927],"genre_scores_gemma":[0.9980315,0.00019025986,0.0008345994,0.00008932803,0.00043221444,0.00004026243,0.000038125592,0.000039365717,0.00030434114],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909693,0.000028183757,0.00025691913,0.00017575052,0.00017908681,0.00026314746],"domain_scores_gemma":[0.9993893,0.00021412724,0.000033470013,0.0001878379,0.00008705901,0.00008822215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019699612,0.00021321446,0.000187804,0.00012095336,0.00011638196,0.00005476928,0.00023109009,0.00006761691,0.00003764807],"category_scores_gemma":[0.000037414648,0.00017210087,0.00007237039,0.00007310945,0.000047632588,0.00017619475,0.000038795584,0.00014281458,0.0000053963904],"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":[0.00044775507,0.00008995717,0.0063573616,0.0002364338,0.0017542944,0.0002505703,0.0054340786,0.022607546,0.4043232,0.54429704,0.00828461,0.0059171906],"study_design_scores_gemma":[0.00066892314,0.00006254547,0.0038686262,0.00015021222,0.000027636857,0.00027299137,0.000052381554,0.93506104,0.0078673465,0.0002524914,0.05128808,0.00042772797],"about_ca_topic_score_codex":0.000098989716,"about_ca_topic_score_gemma":0.000009687365,"teacher_disagreement_score":0.9124535,"about_ca_system_score_codex":0.000056834877,"about_ca_system_score_gemma":0.0000317393,"threshold_uncertainty_score":0.701807},"labels":[],"label_agreement":null},{"id":"W3023593156","doi":"","title":"Field Trials Of An Instrumented Lifeboat In Ice Conditions","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Offshore Engineering and Technologies","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Community Sector Council Newfoundland and Labrador","funders":"","keywords":"Field (mathematics); Environmental science; Geology; Aeronautics; Engineering; Mathematics","score_opus":0.028679466372074136,"score_gpt":0.25380211065311453,"score_spread":0.2251226442810404,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023593156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9923507,0.00041235477,0.005134406,0.0002531883,0.0004989137,0.00012430332,0.00006889091,0.00024872425,0.0009085283],"genre_scores_gemma":[0.99833494,0.00074508734,0.0007383463,0.000016358696,0.00007462223,0.000018523897,0.000035255933,0.000016211035,0.000020636619],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991564,0.000023494831,0.00038972707,0.00011985952,0.00015258571,0.00015791273],"domain_scores_gemma":[0.99942636,0.00025605195,0.000045136945,0.00018454013,0.000043411463,0.000044473563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025608862,0.00015686644,0.0002696778,0.00021636946,0.000032217275,0.000018307926,0.00029962952,0.000088120934,0.000049449656],"category_scores_gemma":[0.00019445931,0.00012511309,0.000050717328,0.00013919697,0.000056613666,0.00017230232,0.00004028432,0.0002476408,0.0000030867375],"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":[0.00038276182,0.0007210441,0.11228304,0.0008370202,0.0023436518,0.00033191842,0.007967507,0.30725843,0.109032355,0.40670863,0.0063103624,0.045823287],"study_design_scores_gemma":[0.0017856782,0.00041182822,0.108563974,0.0004894203,0.000088898276,0.00022751316,0.00041644723,0.7631022,0.10191893,0.0009670193,0.021035803,0.0009923347],"about_ca_topic_score_codex":0.000042901345,"about_ca_topic_score_gemma":0.000013319937,"teacher_disagreement_score":0.45584372,"about_ca_system_score_codex":0.000024749868,"about_ca_system_score_gemma":0.000016065802,"threshold_uncertainty_score":0.5101963},"labels":[],"label_agreement":null},{"id":"W31951614","doi":"10.1371/journal.pone.0226021","title":"Round Butte Selective Water Withdrawal Seismic Study","year":2008,"lang":"en","type":"article","venue":"The Eighteenth International Offshore and Polar Engineering Conference","topic":"Water-Energy-Food Nexus Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Institute of Mental Health; National Institute on Aging","keywords":"Butte; Geology; Hydrology (agriculture); Water level; Water quality; Fish migration; Environmental science; Fish <Actinopterygii>; Geotechnical engineering; Geomorphology; Geography; Fishery; Ecology","score_opus":0.011000577773852573,"score_gpt":0.19529537452439458,"score_spread":0.184294796750542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W31951614","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98208493,0.00006689484,0.0027830626,0.00081910787,0.0003377042,0.00016652269,0.000019297526,0.00006756008,0.013654921],"genre_scores_gemma":[0.9984841,0.000027185895,0.00011374747,0.000120482735,0.00011782257,0.000023932143,0.000010160015,0.00001682306,0.001085791],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99891037,0.000034591478,0.00017463123,0.0002724256,0.0003444667,0.00026351845],"domain_scores_gemma":[0.9996676,0.00004281089,0.00003247941,0.00016500105,0.000028559378,0.000063546606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000120286,0.00019939788,0.00014804507,0.000043394575,0.0002311259,0.000038880888,0.00035017615,0.00003413142,0.00019742649],"category_scores_gemma":[0.000011375366,0.0001216043,0.00003423284,0.00007217555,0.00014332018,0.00022199104,0.00032327097,0.00016652465,0.000089464505],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00054789765,0.0018105967,0.7597379,0.000042037504,0.0032898567,0.000689242,0.057304736,0.03267017,0.048384707,0.075536594,0.016379638,0.0036065902],"study_design_scores_gemma":[0.0019879367,0.0009805138,0.8063068,0.00006449205,0.00016525848,0.0005742784,0.00090566074,0.089736745,0.032196708,0.005365464,0.060241092,0.0014750517],"about_ca_topic_score_codex":0.0006527565,"about_ca_topic_score_gemma":0.00011925041,"teacher_disagreement_score":0.07017113,"about_ca_system_score_codex":0.00009205682,"about_ca_system_score_gemma":0.000008262071,"threshold_uncertainty_score":0.49588796},"labels":[],"label_agreement":null}]}