{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":18,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":18,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"ac837b60488e","filters":{"venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering"}},"results":[{"id":"W4388410285","doi":"10.2991/978-94-6463-258-3_17","title":"Effects of Shear Wave Velocity and Thickness of Soil Layers on 1D Dynamic Response in the Saguenay Region, Quebec","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geology; Shear (geology); Wave velocity; Seismology; Geotechnical engineering; Petrology","retraction":null,"screen_n_in":null,"score":{"opus":0.007720887358920019,"gpt":0.183921547347787,"spread":0.176200659988867,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00103611,0.0009883827,0.001682665,0.002314341,0.00006760262,0.00006566053,0.0007699332,0.0007839891,0.00002622186],"category_scores_gemma":[0.0001907118,0.00076226,0.0003040769,0.0009100644,0.0001683649,0.0002176672,0.00008034118,0.00103148,0.00002630985],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009668263,"about_ca_system_score_gemma":0.00009503195,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01399706,"about_ca_topic_score_gemma":0.01229536,"domain_scores_codex":[0.9957091,0.0001389979,0.001418805,0.00099588,0.0008694418,0.0008678026],"domain_scores_gemma":[0.9958308,0.002794547,0.0003861523,0.000772597,0.00006031633,0.0001555332],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.000940804,0.0001747691,0.002420537,0.005790447,0.0007024356,0.009366908,0.003493052,0.8948723,0.001255988,0.07908373,0.0005920456,0.001306965],"study_design_scores_gemma":[0.003255187,0.0007234669,0.5832165,0.01399856,0.0003782497,0.000303869,0.0001098182,0.3666143,0.001075595,0.0008055552,0.02627422,0.003244731],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9850453,0.003495221,0.001002317,0.001886903,0.003607943,0.001800653,0.0001955271,0.0003575466,0.002608624],"genre_scores_gemma":[0.9806238,0.01080366,0.0002656495,0.0000439144,0.0001659569,0.00001574775,0.0002166645,0.0001166775,0.007747888],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5807959,"threshold_uncertainty_score":0.9994828,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4378220517","doi":"10.2991/978-94-6463-156-2_3","title":"Numerical Model for Underground Hydrogen Storage in Cased Boreholes","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Methane Hydrates and Related Phenomena","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Center for Northern Studies; Hydro-Québec; Institut National de la Recherche Scientifique","funders":"Hydro-Québec","keywords":"Borehole; Geology; Environmental science; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01413825803087135,"gpt":0.2085738683256907,"spread":0.1944356102948194,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.000707007,0.001733946,0.001991339,0.001673621,0.0001062294,0.0001084955,0.001172558,0.001535645,0.0001973189],"category_scores_gemma":[0.00008610768,0.001679151,0.0004382023,0.0009071556,0.0001159353,0.0004469525,0.0004099043,0.001530017,0.0003631793],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001439992,"about_ca_system_score_gemma":0.00007123366,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008158704,"about_ca_topic_score_gemma":0.001149702,"domain_scores_codex":[0.9930738,0.00003851899,0.001975637,0.001995106,0.000971552,0.001945367],"domain_scores_gemma":[0.9974183,0.000694656,0.0003530399,0.001085673,0.00002550736,0.0004228092],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004627571,0.00009811702,0.0001526351,0.0004636554,0.0001228825,0.001706681,0.0004192121,0.9328941,0.001142544,0.06206663,0.0008076988,0.00007958662],"study_design_scores_gemma":[0.00205477,0.0001156332,0.001028277,0.00170816,0.00008847717,0.00009832351,0.00000522139,0.9116681,0.0004559964,0.001738595,0.07846861,0.002569888],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.404503,0.02160536,0.2056046,0.0103921,0.05909893,0.04236322,0.003070324,0.01568336,0.237679],"genre_scores_gemma":[0.7799571,0.01305374,0.009884879,0.0001083678,0.001003418,0.0008793753,0.00112364,0.002021948,0.1919675],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3754541,"threshold_uncertainty_score":0.9997606,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410355","doi":"10.2991/978-94-6463-258-3_18","title":"Thermal Design of Small Modular Reactors in Northern Regions","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Nuclear reactor physics and engineering","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Polytechnique Montréal","keywords":"Modular design; Thermal; Nuclear engineering; Environmental science; Geography; Engineering; Computer science; Meteorology; Operating system","retraction":null,"screen_n_in":null,"score":{"opus":0.01579989808473194,"gpt":0.1818368744221823,"spread":0.1660369763374503,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005370877,0.00207887,0.002584268,0.003773164,0.00004646024,0.00009967686,0.001328498,0.001473261,0.00002872816],"category_scores_gemma":[0.00006983274,0.002251274,0.0004531588,0.001263055,0.00008106476,0.0004254623,0.0002708093,0.002067129,0.0001310811],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008813054,"about_ca_system_score_gemma":0.00009203122,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003836676,"about_ca_topic_score_gemma":0.0009926795,"domain_scores_codex":[0.9935584,0.00003338746,0.002378531,0.001325724,0.0008347553,0.001869206],"domain_scores_gemma":[0.9972252,0.0005661236,0.0002875322,0.001471055,0.0001019442,0.0003481262],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000219848,0.00006483545,0.0001860757,0.001291827,0.0002722157,0.001490074,0.0003834896,0.8857288,0.01259246,0.09766871,0.0001595642,0.000140012],"study_design_scores_gemma":[0.003129272,0.0002253393,0.008254254,0.01323672,0.0002168736,0.0001155656,0.0000203279,0.826176,0.004032636,0.0006173828,0.1373318,0.006643837],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5402844,0.0240864,0.1380524,0.00137675,0.08261108,0.02231298,0.001562617,0.03300605,0.1567073],"genre_scores_gemma":[0.9628223,0.01797398,0.004305732,0.00001109156,0.00128245,0.0002994022,0.0005240281,0.003263943,0.009517142],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4225378,"threshold_uncertainty_score":0.999823,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410296","doi":"10.2991/978-94-6463-258-3_14","title":"Continuum-Based Voronoi Tessellated Models for Capturing Unloading-Induced Brittle Damage in Hard Rocks","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University","keywords":"Voronoi diagram; Brittleness; Geology; Materials science; Geometry; Composite material; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01871194307801476,"gpt":0.2029599011012106,"spread":0.1842479580231959,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0008043253,0.002556082,0.002996594,0.004528149,0.0001301835,0.000280274,0.001421717,0.002222221,0.00003552298],"category_scores_gemma":[0.0001013085,0.002934675,0.0006257285,0.0009281437,0.00003173455,0.0006609395,0.0002779619,0.002151663,0.00008072708],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001264812,"about_ca_system_score_gemma":0.0001462451,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004852296,"about_ca_topic_score_gemma":0.002039652,"domain_scores_codex":[0.9913658,0.00002856447,0.002894663,0.002106809,0.0009169372,0.002687221],"domain_scores_gemma":[0.9968806,0.0007100394,0.0003281197,0.001428711,0.0001795814,0.0004729783],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003959752,0.00005340107,0.00002033722,0.002166974,0.0002019182,0.0009984267,0.0002761366,0.9438139,0.01076923,0.04088482,0.0006532422,0.0001220697],"study_design_scores_gemma":[0.003069102,0.00009056187,0.0001481181,0.006340404,0.0001211446,0.00003655006,0.000007937246,0.9380564,0.01151315,0.0005845863,0.03666848,0.00336354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2582538,0.01234868,0.5762451,0.001475449,0.06627647,0.02104854,0.001972597,0.02473761,0.03764173],"genre_scores_gemma":[0.9687275,0.004316458,0.004684272,0.00003241818,0.00111027,0.0007421818,0.001034866,0.002358351,0.01699365],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7104737,"threshold_uncertainty_score":0.9990731,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410202","doi":"10.2991/978-94-6463-258-3_50","title":"Slope Stability in Open Pits with Thin Weak Layers","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"University of Waterloo","keywords":"Stability (learning theory); Materials science; Geology; Composite material; Geometry; Mathematics; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.01280175138407287,"gpt":0.2022407006968107,"spread":0.1894389493127378,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow","research_integrity"],"category_scores_codex":[0.001160999,0.002789007,0.003660819,0.004255728,0.00009515407,0.0004203458,0.002871316,0.001966459,0.0001839968],"category_scores_gemma":[0.0001439769,0.002703705,0.0004787791,0.002352577,0.0001205273,0.0008819297,0.0007715332,0.003347121,0.0003051654],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001387165,"about_ca_system_score_gemma":0.0001476391,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007958279,"about_ca_topic_score_gemma":0.002717701,"domain_scores_codex":[0.9908117,0.00004800144,0.002848642,0.002376715,0.001317598,0.002597354],"domain_scores_gemma":[0.99612,0.000689991,0.0002761934,0.002190443,0.0001260115,0.0005974023],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004415626,0.0001071703,0.0002632086,0.001620212,0.0003901516,0.002395755,0.0002425413,0.9225575,0.0007015846,0.07073933,0.0007789288,0.0001595081],"study_design_scores_gemma":[0.005473477,0.0003007005,0.006628766,0.01431102,0.0003212711,0.0002351175,0.00004114903,0.6271966,0.001978841,0.0004197878,0.3347679,0.008325425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.172199,0.02589843,0.08517996,0.008281372,0.0651279,0.0371421,0.003022647,0.066374,0.5367746],"genre_scores_gemma":[0.9143696,0.02066901,0.006480498,0.00004424338,0.001127339,0.001050394,0.00108136,0.003230941,0.05194657],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7421706,"threshold_uncertainty_score":0.9993292,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388429862","doi":"10.2991/978-94-6463-258-3_65","title":"Application of Continuum-Based Voronoi Tessellated Models for Simulating Brittle Damage and Failure in Hard Rocks","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Dalhousie University","keywords":"Voronoi diagram; Brittleness; Geology; Materials science; Geometry; Mathematics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01058422490313506,"gpt":0.1982570589503286,"spread":0.1876728340471935,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005278747,0.001387809,0.002014182,0.002470956,0.00006446541,0.00009755917,0.0006471927,0.001313023,0.000007386467],"category_scores_gemma":[0.00006356896,0.001576397,0.0002771174,0.0005852875,0.00003213983,0.0003854952,0.0001691586,0.001004028,0.000009032715],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003703978,"about_ca_system_score_gemma":0.00005844543,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002462351,"about_ca_topic_score_gemma":0.001180041,"domain_scores_codex":[0.9948684,0.00001612217,0.002105581,0.001253652,0.000532607,0.001223661],"domain_scores_gemma":[0.9978284,0.0006663486,0.0002998415,0.0008406675,0.000144352,0.0002204302],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002351003,0.00002989576,0.0000478041,0.002445368,0.0001098921,0.0001080358,0.0001914757,0.9387309,0.009441045,0.04851415,0.0001465451,0.0002113666],"study_design_scores_gemma":[0.001958576,0.0000607841,0.0001575786,0.003897146,0.00007551008,0.00001245523,0.000006427893,0.9669629,0.004276218,0.0006524671,0.02034497,0.001594979],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06820617,0.003600662,0.909977,0.0003990683,0.004928184,0.006363415,0.0005877113,0.003390455,0.002547323],"genre_scores_gemma":[0.9833298,0.002807871,0.008858525,0.00001155606,0.0003571525,0.0003613071,0.0006489619,0.0009547332,0.002670071],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9151236,"threshold_uncertainty_score":0.9999835,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4378220657","doi":"10.2991/978-94-6463-156-2_4","title":"Air-Source Heat Pump with Integrated Latent Heat Storage for Residential Buildings: Concept Development and Design Evaluation","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Building Energy and Comfort Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Natural Resources Canada","funders":"Office of Energy Research and Development","keywords":"Heat pump; Latent heat; Architectural engineering; Environmental science; Thermal energy storage; Air source heat pumps; Engineering; Mechanical engineering; Meteorology; Heat exchanger; Geography; Thermodynamics; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01411147747436913,"gpt":0.2005889020376594,"spread":0.1864774245632903,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.000758534,0.001622476,0.001508213,0.002081127,0.0001596886,0.0001910422,0.0005797165,0.001137103,0.00002617664],"category_scores_gemma":[0.00005392441,0.001565522,0.0001727641,0.0006306436,0.00007332098,0.000481845,0.0001443858,0.0009253475,0.00001142445],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001050028,"about_ca_system_score_gemma":0.0001568191,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001395616,"about_ca_topic_score_gemma":0.0002937378,"domain_scores_codex":[0.9950642,0.00003772743,0.001377394,0.001325061,0.0009459534,0.001249674],"domain_scores_gemma":[0.9982787,0.0004337677,0.0001383975,0.0006708386,0.0001945022,0.0002837803],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006358386,0.00002648861,0.00001612884,0.0006634336,0.0003696757,0.0002183374,0.0004464278,0.9776318,0.0007555002,0.01864221,0.000802757,0.0003636527],"study_design_scores_gemma":[0.00228321,0.0001518612,0.0002246169,0.004367589,0.0002109082,0.0001076232,0.000009179556,0.8222181,0.007397994,0.00005761227,0.1607161,0.00225519],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03568201,0.005614839,0.9341253,0.0004992349,0.009943369,0.00656755,0.0001453536,0.006064622,0.001357699],"genre_scores_gemma":[0.777797,0.01824657,0.1213504,0.0001025543,0.002866457,0.00429638,0.00623475,0.005438536,0.06366739],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.812775,"threshold_uncertainty_score":0.9996523,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388429871","doi":"10.2991/978-94-6463-258-3_28","title":"On the Creep Analysis of Rock Masses by Using a Viscoelastoplastic Model","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rocscience (Canada)","funders":"","keywords":"Creep; Geology; Geotechnical engineering; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01203487077441702,"gpt":0.1970494260876506,"spread":0.1850145553132336,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005354497,0.002107178,0.003059841,0.004354686,0.00009371303,0.0001231876,0.001553504,0.001546515,0.0001253969],"category_scores_gemma":[0.0002126706,0.001822953,0.0009119948,0.002539739,0.00006693009,0.0002869342,0.000367594,0.002158339,0.0001051082],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006268875,"about_ca_system_score_gemma":0.00006158476,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001103607,"about_ca_topic_score_gemma":0.0001480463,"domain_scores_codex":[0.9929718,0.00002666699,0.002489859,0.001429075,0.001300988,0.001781633],"domain_scores_gemma":[0.9960161,0.001628422,0.0003178844,0.00156011,0.0001059251,0.0003714881],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001774581,0.00004985618,0.000006063297,0.0007044425,0.001142397,0.0002376988,0.00006087294,0.8538644,0.003986,0.1388918,0.0009997302,0.00003908461],"study_design_scores_gemma":[0.0005686668,0.00008512188,0.00004064544,0.002543974,0.0007425385,0.00002107564,0.000003781652,0.9687992,0.001338133,0.0003317844,0.02354997,0.001975092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03945512,0.004880401,0.9108758,0.001041247,0.01382817,0.00486716,0.00219738,0.009060434,0.01379432],"genre_scores_gemma":[0.9662308,0.008168815,0.002540274,0.00005523102,0.0005082531,0.0003097721,0.0006762513,0.001780658,0.01972994],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9267757,"threshold_uncertainty_score":0.9997497,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410216","doi":"10.2991/978-94-6463-258-3_45","title":"Evaluation of Full-Scale Pile Load Testing Using Osterberg Cell ® in till and Georgian Bay Shale in Southern Toronto","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Golder Associates (Canada)","funders":"","keywords":"Georgian; Pile; Oil shale; Geology; Bay; Geotechnical engineering; Scale (ratio); Geography; Oceanography; Cartography; Paleontology","retraction":null,"screen_n_in":null,"score":{"opus":0.01584781707912858,"gpt":0.2106568082091707,"spread":0.1948089911300421,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.00154227,0.001619054,0.002052753,0.002000735,0.00004812066,0.0001048914,0.0007296485,0.001538209,0.0000586326],"category_scores_gemma":[0.0001809218,0.001766109,0.0002227003,0.0008611052,0.00007475747,0.0004614049,0.0002719427,0.001500209,0.00002111429],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002176129,"about_ca_system_score_gemma":0.0001574987,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002582714,"about_ca_topic_score_gemma":0.01470575,"domain_scores_codex":[0.9933124,0.00005885254,0.002294311,0.001323229,0.001496997,0.001514227],"domain_scores_gemma":[0.9977888,0.000536742,0.0002625115,0.0009363941,0.0001972569,0.0002783127],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001861401,0.00004816327,0.0003343427,0.00174417,0.0000870892,0.0003581289,0.0008830359,0.979749,0.01270458,0.003651152,0.00002776723,0.0003939914],"study_design_scores_gemma":[0.002926486,0.0001234467,0.007642987,0.007196618,0.0001971379,0.0001679222,0.00006468008,0.9732354,0.0008853845,0.0003855392,0.004425128,0.002749241],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9311162,0.01794708,0.004413816,0.0001065245,0.008699697,0.004189101,0.0003971811,0.00313933,0.02999105],"genre_scores_gemma":[0.9893026,0.002636774,0.00377719,0.000004298607,0.0003679473,0.0001271048,0.0001161033,0.0007390369,0.002928937],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05818638,"threshold_uncertainty_score":0.999758,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410219","doi":"10.2991/978-94-6463-258-3_34","title":"Detection and Attribution of Climate Non-Stationarity in Cold Regions Geotechnical Design Using Artificial Intelligence","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Attribution; Geotechnical engineering; Engineering; Environmental science; Psychology; Social psychology","retraction":null,"screen_n_in":null,"score":{"opus":0.0490669071331621,"gpt":0.2392443237452134,"spread":0.1901774166120513,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0007723793,0.0007943191,0.00114284,0.00202019,0.00009963514,0.00008534455,0.0003868096,0.0009375719,0.00009017515],"category_scores_gemma":[0.0000648429,0.0008214315,0.0001495175,0.0007894862,0.0001051667,0.0003765571,0.00009784841,0.0008995874,0.00004558322],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001509427,"about_ca_system_score_gemma":0.00006056208,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002916083,"about_ca_topic_score_gemma":0.01270045,"domain_scores_codex":[0.996011,0.00004227911,0.001518761,0.000937641,0.000536466,0.0009538878],"domain_scores_gemma":[0.998281,0.0007138919,0.0003099729,0.0004396132,0.00007479531,0.00018071],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001225611,0.00005917048,0.002826316,0.001186872,0.00006775191,0.001130948,0.0003351857,0.882924,0.005155658,0.1054781,0.00001922442,0.0006942605],"study_design_scores_gemma":[0.0005047259,0.0002246333,0.04179556,0.004169485,0.0000892341,0.0001714232,0.0000203603,0.9393998,0.003902073,0.001296107,0.006696203,0.001730434],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.531103,0.007382315,0.4087744,0.001773213,0.02464972,0.01139868,0.008169848,0.002686193,0.004062704],"genre_scores_gemma":[0.9679796,0.02733738,0.002192158,0.00001198859,0.0004681256,0.00002981569,0.001332871,0.0001472958,0.0005008295],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4368766,"threshold_uncertainty_score":0.9994236,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388429898","doi":"10.2991/978-94-6463-258-3_79","title":"RS3 Feasibility Modelling of a Semi-Circular Notched Sample Spalling Experiment","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Optimal Experimental Design Methods","field":"Decision Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Dalhousie University","funders":"","keywords":"Spall; Sample (material); Materials science; Structural engineering; Composite material; Forensic engineering; Engineering; Physics; Thermodynamics","retraction":null,"screen_n_in":null,"score":{"opus":0.1141491526183269,"gpt":0.3309969832889871,"spread":0.2168478306706602,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.004511697,0.002466382,0.00438734,0.005035004,0.0001470887,0.0003725337,0.003205309,0.001842941,0.0003675641],"category_scores_gemma":[0.001216797,0.002335095,0.001130224,0.002005677,0.000219793,0.0008077463,0.0009880873,0.001829089,0.0002832648],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001294932,"about_ca_system_score_gemma":0.0002316673,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007861303,"about_ca_topic_score_gemma":0.0001219985,"domain_scores_codex":[0.9844918,0.0002002141,0.005528408,0.003570455,0.004059154,0.002149954],"domain_scores_gemma":[0.9894682,0.0050387,0.001206924,0.003238469,0.000423899,0.0006238723],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009967688,0.0001748312,0.0003468747,0.0006223662,0.0002460563,0.00101668,0.001041008,0.8197745,0.01309159,0.1632184,0.0002396778,0.0001283469],"study_design_scores_gemma":[0.00326625,0.0003724747,0.001202725,0.005498453,0.0001909493,0.0001403056,0.00009547469,0.8372391,0.04950653,0.006048104,0.09099002,0.005449623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06517962,0.01152644,0.8556909,0.0008322909,0.0263664,0.008445375,0.0009237837,0.003702959,0.02733221],"genre_scores_gemma":[0.767792,0.008956823,0.1793426,0.00004863792,0.001613153,0.0004745181,0.000544284,0.00198808,0.03923998],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.7026123,"threshold_uncertainty_score":0.9994529,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4389436334","doi":"10.2991/978-94-6463-312-2_26","title":"Optimization and Upgrading of Testing Method of Surface Wear Resistance of Glazed Brick","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"123 Certification (Canada)","funders":"","keywords":"Brick; Materials science; Composite material; Metallurgy","retraction":null,"screen_n_in":null,"score":{"opus":0.01740624066408421,"gpt":0.2066700042355051,"spread":0.1892637635714208,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009366386,0.0007968376,0.001743561,0.0009512553,0.00005291047,0.00003771854,0.000538252,0.0006037666,0.00006833291],"category_scores_gemma":[0.0002275471,0.0007416261,0.0001837997,0.0008922728,0.0000985931,0.0002926032,0.0000782546,0.000549034,0.000007875442],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004174438,"about_ca_system_score_gemma":0.00005806006,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001409779,"about_ca_topic_score_gemma":0.001095326,"domain_scores_codex":[0.996016,0.00006264354,0.001730315,0.0008189745,0.0006927179,0.000679324],"domain_scores_gemma":[0.9971064,0.001415152,0.0006417058,0.0005272903,0.0001521429,0.0001573289],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004481922,0.00002051486,0.006815312,0.002765487,0.0001480269,0.0002078254,0.0004189507,0.9674454,0.003664053,0.0181917,0.00007330079,0.0002045945],"study_design_scores_gemma":[0.002978341,0.0005022789,0.07829517,0.02493419,0.0003257541,0.0001901027,0.00006618497,0.8605083,0.01253236,0.0004164317,0.01519895,0.004051895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7217783,0.04293912,0.089362,0.00106582,0.02334187,0.008970315,0.004141724,0.003923601,0.1044773],"genre_scores_gemma":[0.8234957,0.0107671,0.1402483,0.00000539558,0.0002561802,0.000007358228,0.0005440076,0.0002404904,0.02443542],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1069371,"threshold_uncertainty_score":0.9995035,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388429888","doi":"10.2991/978-94-6463-258-3_75","title":"A Framework for Back-Analysis of 3D Rockfall Trajectories","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rockfall; Geology; Seismology; Landslide","retraction":null,"screen_n_in":null,"score":{"opus":0.01051910407414682,"gpt":0.2141612013662603,"spread":0.2036420972921135,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0005407735,0.001524523,0.002824429,0.002469247,0.00009485715,0.00009329458,0.001213949,0.001920288,0.0008396512],"category_scores_gemma":[0.0001401963,0.001357701,0.0009200534,0.00188898,0.0001347597,0.0003119542,0.0004327864,0.001193114,0.0002925894],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006337361,"about_ca_system_score_gemma":0.00004718398,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000579071,"about_ca_topic_score_gemma":0.001118717,"domain_scores_codex":[0.9936563,0.00002357563,0.002131196,0.001644278,0.001066031,0.001478595],"domain_scores_gemma":[0.9968271,0.001048333,0.0005301196,0.001232966,0.0000550422,0.0003064756],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00008757949,0.0001062083,0.001365171,0.000932986,0.002426554,0.0005525734,0.0006942138,0.6999016,0.0006399195,0.2916049,0.001522284,0.0001659714],"study_design_scores_gemma":[0.00269537,0.0004042944,0.01877726,0.005943529,0.00355646,0.00007560985,0.00001615546,0.1890826,0.001534634,0.002354969,0.7698465,0.00571264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1614237,0.01784428,0.3570739,0.00681361,0.1126042,0.03203736,0.00833009,0.01348994,0.2903829],"genre_scores_gemma":[0.4651978,0.04652647,0.08788683,0.0001341992,0.002979532,0.0010277,0.003775427,0.003550926,0.3889212],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.7683242,"threshold_uncertainty_score":0.9997504,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410332","doi":"10.2991/978-94-6463-258-3_7","title":"Zoning of Soil Media by Raster Scan Algorithms for Two-Dimensional Steady State Flow","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Lattice Boltzmann Simulation Studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rocscience (Canada)","funders":"","keywords":"Raster graphics; Zoning; Computer science; State (computer science); Algorithm; Flow (mathematics); Computer graphics (images); Mathematics; Engineering; Geometry; Civil engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01460835170462403,"gpt":0.2235242788107976,"spread":0.2089159271061735,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0007262877,0.002261704,0.00305294,0.002855144,0.0001147017,0.0001342823,0.001015035,0.0010556,0.00006117431],"category_scores_gemma":[0.0001441737,0.002344622,0.0005560057,0.0007577633,0.0001343761,0.0005763305,0.0003734759,0.001303441,0.0001187949],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007348098,"about_ca_system_score_gemma":0.00009609405,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001542866,"about_ca_topic_score_gemma":0.0004368949,"domain_scores_codex":[0.9920064,0.00003001969,0.002998589,0.001589269,0.001387663,0.001988125],"domain_scores_gemma":[0.9958495,0.001891124,0.0004383011,0.001138049,0.0002862457,0.0003967611],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004369478,0.00004954379,0.00005721667,0.001830579,0.0007192191,0.0003012643,0.0007291626,0.9735609,0.002658778,0.01397606,0.005676752,0.00039681],"study_design_scores_gemma":[0.004334365,0.000143629,0.0005285412,0.005381156,0.0002568426,0.0000612532,0.00001453191,0.8792709,0.005086008,0.0003284688,0.1009344,0.003659941],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.2633919,0.0832936,0.2504531,0.003373373,0.202196,0.03972692,0.02851352,0.04779248,0.08125902],"genre_scores_gemma":[0.6957332,0.02529602,0.05466743,0.0001396139,0.007744545,0.002512397,0.01110896,0.01118661,0.1916113],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4323413,"threshold_uncertainty_score":0.9990122,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399411965","doi":"10.2991/978-94-6463-429-7_24","title":"Exploring the impact of highway construction standards on the development of the highway industry in the Northwest Territories","year":2024,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Arctic and Russian Policy Studies","field":"Social Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Road construction; Highway engineering; Transport engineering; Civil engineering; Environmental planning; Geography; Engineering; Regional science; Construction engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03003812556094504,"gpt":0.2657310115162516,"spread":0.2356928859553066,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.001790874,0.0009746964,0.001109959,0.0008417395,0.0004783341,0.0001379274,0.001800268,0.0008304623,0.00003440193],"category_scores_gemma":[0.0002310594,0.0004683175,0.0004412278,0.001049033,0.0006885554,0.0002822993,0.0003496351,0.002688091,0.000007976979],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001141241,"about_ca_system_score_gemma":0.0005808939,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008234163,"about_ca_topic_score_gemma":0.01784529,"domain_scores_codex":[0.9949232,0.0001313942,0.001615794,0.0006880253,0.001664626,0.0009769582],"domain_scores_gemma":[0.9969745,0.001380298,0.000447303,0.0009650591,0.0001327713,0.0001000838],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003078492,0.00005888052,0.001965285,0.0003717869,0.0004152352,0.00009171395,0.02904138,0.0136294,0.00006802574,0.9532443,0.0008994061,0.000183802],"study_design_scores_gemma":[0.0009448409,0.0001751208,0.1119895,0.01183417,0.0002149265,0.00006382536,0.002047509,0.0006002519,0.00198747,0.001709119,0.8664187,0.002014634],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8123946,0.004127596,0.0002683212,0.03267904,0.03046618,0.006948742,0.00122356,0.0009026695,0.1109893],"genre_scores_gemma":[0.992388,0.002813204,0.000154324,0.00001670904,0.001009429,0.0001855127,0.00002271227,0.0001309827,0.003279148],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9515352,"threshold_uncertainty_score":0.9997768,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410322","doi":"10.2991/978-94-6463-258-3_10","title":"Regional-Scale Landslide Hazard Analysis in Sensitive Clays Using an Integrated Approach","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Landslide; Scale (ratio); Hazard; Geology; Geotechnical engineering; Geography; Cartography; Chemistry","retraction":null,"screen_n_in":null,"score":{"opus":0.01318503585510881,"gpt":0.2084197073885924,"spread":0.1952346715334836,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0008530471,0.001836918,0.002582453,0.003759884,0.0001276584,0.0001829973,0.001090884,0.001944709,0.000208928],"category_scores_gemma":[0.0000408024,0.001642535,0.0006099886,0.002910723,0.000165035,0.000656818,0.0004994352,0.002134623,0.0002132241],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001602972,"about_ca_system_score_gemma":0.00007628528,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002725541,"about_ca_topic_score_gemma":0.006693789,"domain_scores_codex":[0.9924797,0.00008593627,0.002027123,0.002347233,0.001251713,0.001808246],"domain_scores_gemma":[0.9974592,0.0002982212,0.0004110319,0.00129961,0.00005468928,0.0004772173],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000658905,0.0001697484,0.00434296,0.0002220932,0.0005742798,0.003122649,0.0008081006,0.9789585,0.000870194,0.01037122,0.0003913909,0.0001029708],"study_design_scores_gemma":[0.002322881,0.000148568,0.03142792,0.00262288,0.0008037973,0.0003730517,0.00005875064,0.8246242,0.0004991875,0.0001361458,0.132597,0.004385607],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7518001,0.002750563,0.08236713,0.001767088,0.01754278,0.010025,0.001257529,0.007735532,0.1247543],"genre_scores_gemma":[0.8623423,0.01514402,0.03015739,0.0001333929,0.001505887,0.0002674214,0.005296025,0.002073862,0.08307973],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1543343,"threshold_uncertainty_score":0.9994376,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410301","doi":"10.2991/978-94-6463-258-3_15","title":"Rock Reinforcement Data for Analysis and Design","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Reinforcement; Computer science; Psychology; Social psychology","retraction":null,"screen_n_in":null,"score":{"opus":0.03132011360644132,"gpt":0.2292258763452173,"spread":0.197905762738776,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0008830525,0.001881346,0.002489711,0.004414095,0.0001236073,0.0002391936,0.001610933,0.001287892,0.00003561614],"category_scores_gemma":[0.00009980611,0.001992957,0.0003924369,0.001033231,0.00002177025,0.0005585703,0.0006767187,0.001054049,0.00005860102],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004719256,"about_ca_system_score_gemma":0.00006948077,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001204435,"about_ca_topic_score_gemma":0.0003399348,"domain_scores_codex":[0.9933852,0.00001780261,0.002133659,0.001943786,0.0007989071,0.001720631],"domain_scores_gemma":[0.9963368,0.0007110375,0.0002415554,0.002203002,0.0001073382,0.0004003079],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002310725,0.00001655252,0.000006871941,0.001243211,0.001277885,0.0003442763,0.0001257221,0.9049052,0.0008253815,0.08947358,0.001592939,0.0001652622],"study_design_scores_gemma":[0.001001635,0.00007229821,0.00006181192,0.001479667,0.0006660246,0.00003340531,0.00000377662,0.8515834,0.0008456497,0.0002345345,0.1419741,0.002043677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0006307405,0.00385786,0.9791142,0.0002182336,0.006956209,0.003040941,0.0005841794,0.002870841,0.002726745],"genre_scores_gemma":[0.54294,0.1960041,0.09107913,0.0001184307,0.005139601,0.002208154,0.01509746,0.006706112,0.140707],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8880351,"threshold_uncertainty_score":0.999393,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388410244","doi":"10.2991/978-94-6463-258-3_54","title":"RSPile Analysis of Two Osterberg Cell Load Tests on Post-Grouted and Conventionally Installed Caissons in Vaughan, Ontario","year":2023,"lang":"en","type":"book-chapter","venue":"Atlantis highlights in engineering/Atlantis Highlights in Engineering","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Caisson; Geotechnical engineering; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009265945647761996,"gpt":0.2014208054859449,"spread":0.1921548598381829,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":["metaepi_narrow"],"category_scores_codex":[0.0007213295,0.001874991,0.003157398,0.006221962,0.00006727524,0.0001022594,0.0009046406,0.001490173,0.0001095113],"category_scores_gemma":[0.0001077707,0.00203656,0.0005805685,0.001571047,0.00009561324,0.0003255911,0.0003208833,0.00192314,0.00006772722],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001562848,"about_ca_system_score_gemma":0.0002068181,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005054859,"about_ca_topic_score_gemma":0.1174275,"domain_scores_codex":[0.9932435,0.0000461874,0.002534541,0.00155287,0.00105952,0.001563444],"domain_scores_gemma":[0.9970948,0.0007716236,0.0004015173,0.00116633,0.0002037438,0.0003620298],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008523477,0.0002105172,0.002678678,0.00173952,0.001771528,0.002976453,0.002419197,0.7392964,0.003553423,0.2448868,0.0003110214,0.00007126423],"study_design_scores_gemma":[0.01506364,0.001068377,0.1204238,0.01411244,0.002979259,0.0002885428,0.00009872238,0.7292605,0.004224962,0.001252224,0.09973969,0.01148785],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9239587,0.003241023,0.002460765,0.0004615081,0.01527605,0.003638835,0.0008462566,0.003322527,0.04679434],"genre_scores_gemma":[0.9556064,0.00405045,0.001224583,0.00002875251,0.0002402408,0.000157161,0.001052047,0.0007012801,0.03693911],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2436346,"threshold_uncertainty_score":0.9998061,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}