{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":14,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":14,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"cf4b38ec6049","filters":{"venue":"International Journal of Civil Engineering"}},"results":[{"id":"W4381378035","doi":"10.1007/s40999-023-00849-x","title":"Engineering Properties of Cemented Paste Backfill with Full-Range Water-Reducing Admixture","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Tailings Management and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Materials science; Superplasticizer; Cement; Composite material; Rheology; Desiccation","authors":[{"name":"İbrahim Çavuşoğlu","is_ca":false},{"name":"Mamadou Fall","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01022767811058014,"gpt":0.1802523777248979,"spread":0.1700246996143177,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002606471,0.0002157948,0.0002688292,0.000629556,0.00001775203,0.00006344503,0.0003355908,0.00005207668,0.00008718806],"category_scores_gemma":[0.0000480453,0.0001535509,0.0001044043,0.0002205733,0.00001542502,0.0004156273,0.00007120863,0.0002431495,0.00001691061],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006413835,"about_ca_system_score_gemma":0.00001393103,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000550998,"about_ca_topic_score_gemma":0.000009086825,"domain_scores_codex":[0.99858,0.00000693261,0.0004976718,0.000105404,0.0005306097,0.0002793537],"domain_scores_gemma":[0.9994291,0.00002479693,0.00009107873,0.0001168011,0.0002672124,0.00007100709],"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":[0.00005902017,0.00001075605,0.0001120849,0.0002447015,0.0004357049,0.00006638021,0.0007409334,0.7494912,0.2479329,0.00003682779,0.0003685956,0.0005009818],"study_design_scores_gemma":[0.001866432,0.0002914057,0.0009093146,0.003274431,0.0001328184,0.0002743411,0.0004941125,0.6111199,0.3587516,0.0000148391,0.02214419,0.0007266164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9832929,0.0007155795,0.01292538,0.0002521795,0.001879456,0.0001223259,0.000007396118,0.0003078978,0.0004968411],"genre_scores_gemma":[0.9986817,0.0001735094,0.0005369385,0.000008050529,0.0003770846,0.000007324036,0.000006459846,0.0000632139,0.0001457136],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1383713,"threshold_uncertainty_score":0.6261622,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2502392398","doi":"10.1007/s40999-016-0054-x","title":"Reconsidering Secondary Compressibility of Soil","year":2016,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"University of Calgary","keywords":"Compressibility; Void ratio; Geotechnical engineering; Effective stress; Soil water; Stress (linguistics); Materials science; Void (composites); Clay soil; Geology; Soil science; Composite material; Mechanics; Physics","authors":[{"name":"Zhechao Wang","is_ca":false},{"name":"R.C.K. Wong","is_ca":true},{"name":"Liping Qiao","is_ca":false},{"name":"Wenge Qiu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01495927542764081,"gpt":0.2049777050040213,"spread":0.1900184295763805,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002969671,0.0001398751,0.00026479,0.000236989,0.000006801873,0.00001380464,0.0003692973,0.0000811033,0.0001274938],"category_scores_gemma":[0.0002465867,0.0001110448,0.0001542857,0.00007617155,0.00001723972,0.0002319743,0.00004460469,0.0002332164,0.00000400996],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008597621,"about_ca_system_score_gemma":0.00003018285,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001358159,"about_ca_topic_score_gemma":0.00001130319,"domain_scores_codex":[0.9988059,0.000007930331,0.0006143501,0.00008150277,0.0003275225,0.000162757],"domain_scores_gemma":[0.9992251,0.0001790055,0.0001129397,0.00014973,0.0002402795,0.00009292648],"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":[0.00001926931,0.0000290684,0.00005434952,0.00009596825,0.0002858372,0.00004562393,0.0001258641,0.8479213,0.1269194,0.0004490983,0.0004313368,0.02362287],"study_design_scores_gemma":[0.003639519,0.0002426928,0.004383971,0.003012628,0.00007638537,0.0009735198,0.00009912185,0.4898268,0.48115,0.003137325,0.01250458,0.0009534268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.744359,0.0008603437,0.2495764,0.0001421259,0.003707048,0.00004648534,0.00002181567,0.0001976131,0.001089192],"genre_scores_gemma":[0.9984971,0.0002044791,0.001038627,0.0000067444,0.0002073731,0.000001522487,4.573868e-7,0.0000302163,0.00001353012],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3580945,"threshold_uncertainty_score":0.4528274,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4318591673","doi":"10.1007/s40999-023-00806-8","title":"Enhancing the Load-Bearing Capacity of H-Pile Foundation by Using Electrokinetic Treatment","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University; University of New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pile; Bearing capacity; Ultimate tensile strength; Foundation (evidence); Ultimate load; Geotechnical engineering; Compressive strength; Load testing; Environmental remediation; Materials science; Structural engineering; Contamination; Composite material; Engineering; Finite element method","authors":[{"name":"Ikrema Hassan","is_ca":true},{"name":"Eltayeb Mohamedelhassan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01122109010188788,"gpt":0.237768361140038,"spread":0.2265472710381501,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003687378,0.0001405824,0.0001892253,0.000279462,0.00002194787,0.00003862103,0.0002813114,0.0000508666,0.00003189323],"category_scores_gemma":[0.000177378,0.0001190044,0.0001054122,0.0002809076,0.00001746522,0.0001756952,0.00002068736,0.000177001,0.000003813079],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005379043,"about_ca_system_score_gemma":0.00005885958,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003574142,"about_ca_topic_score_gemma":0.00003496525,"domain_scores_codex":[0.9986332,0.00001544174,0.0005283611,0.00007523609,0.0005511914,0.0001965541],"domain_scores_gemma":[0.9991989,0.0001856467,0.0001704347,0.0001059943,0.0002961218,0.00004295644],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000006007282,0.00001223542,0.0001488062,0.00001683638,0.0001745055,0.000004380005,0.0002617649,0.1804724,0.8160464,0.0001387984,0.0002388192,0.002479108],"study_design_scores_gemma":[0.0003168524,0.0000875257,0.0004767592,0.0001199033,0.00003119668,0.0000664921,0.00003222834,0.2047676,0.7920306,0.0002042964,0.001748112,0.0001183365],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.881061,0.000367116,0.1167316,0.000100201,0.0009572524,0.0001075209,0.000005275273,0.0002010533,0.0004690429],"genre_scores_gemma":[0.9983189,0.0004075097,0.0009085443,0.000006123752,0.0002945902,0.000006158819,0.000004817585,0.00003414746,0.00001923691],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1172579,"threshold_uncertainty_score":0.4852858,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399513238","doi":"10.1007/s40999-024-01001-z","title":"Heavy Vehicle Crashes at Unsignalized Intersections: Embracing Unobserved Heterogeneity in Injury Severity Analysis","year":2024,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Traffic and Road Safety","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"","keywords":"Crash; Homogeneous; Transport engineering; Poison control; Injury prevention; Human factors and ergonomics; Logistic regression; Environmental health; Mixed logit; Odds; Bridge (graph theory); Forensic engineering; Engineering; Medicine; Computer science; Mathematics","authors":[{"name":"Nabeel Saleem Saad Al-Bdairi","is_ca":false},{"name":"Salah L. Zubaidi","is_ca":false},{"name":"Hameed A. Mohammed","is_ca":false},{"name":"Ali Ahmed Mohammed","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009143717277493626,"gpt":0.2391435728138304,"spread":0.2299998555363368,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003398782,0.0001850219,0.0003106916,0.000923895,0.00002324213,0.0000953651,0.0002810212,0.00008610231,0.0001662969],"category_scores_gemma":[0.00004507375,0.0001817627,0.00034727,0.000628046,0.00001548862,0.0004262818,0.00006059296,0.0003982745,0.00001194793],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004827539,"about_ca_system_score_gemma":0.00002966487,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003099867,"about_ca_topic_score_gemma":0.001096473,"domain_scores_codex":[0.9986292,0.00002517306,0.0006300334,0.0001483488,0.000363088,0.0002041674],"domain_scores_gemma":[0.9995283,0.0001142815,0.00005526637,0.0001056136,0.0001041964,0.0000923485],"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":[0.00006009347,0.00002610741,0.005809205,0.00006195132,0.00168784,0.0001776964,0.0003642864,0.9801973,0.009775247,0.00007462184,0.0002567823,0.00150887],"study_design_scores_gemma":[0.00046568,0.00003554885,0.06409438,0.0004660384,0.0001858025,0.0001508765,0.00006393689,0.9224327,0.008546319,0.00006911285,0.003185946,0.0003036137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.947145,0.001979983,0.0475469,0.0001186894,0.002583106,0.00004686239,0.00002098723,0.0002082157,0.0003502889],"genre_scores_gemma":[0.9990847,0.0002346914,0.000302471,0.00001920778,0.0002836593,0.000003825918,0.000007010062,0.00003366978,0.00003083414],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05828517,"threshold_uncertainty_score":0.7412067,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3200125902","doi":"10.1007/s40999-021-00666-0","title":"Volume-Occupancy-Based Actuated Signal Control System: Design and Implementation to Diamond Interchanges in Houston","year":2021,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Traffic control and management","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Texas Department of Transportation","keywords":"Occupancy; SIGNAL (programming language); Detector; Volume (thermodynamics); Real-time computing; Controller (irrigation); Engineering; Traffic flow (computer networking); Diamond; Control system; Flow control (data); Loop (graph theory); Automotive engineering; Simulation; Computer science; Electrical engineering; Telecommunications; Civil engineering; Computer network; Materials science; Physics","authors":[{"name":"Xing Wu","is_ca":false},{"name":"Binod Adhikari","is_ca":false},{"name":"Steve C. Chiu","is_ca":false},{"name":"Hao Yang","is_ca":true},{"name":"Shahin Sajjadi","is_ca":false},{"name":"Uttara Roy","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00726694089423562,"gpt":0.2208791881064997,"spread":0.2136122472122641,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002722332,0.0001276333,0.0002017215,0.0003872387,0.000008986285,0.00006894649,0.0001387924,0.00003300942,0.00005770594],"category_scores_gemma":[0.00002710555,0.0001343647,0.00005223476,0.0001182831,0.000004205662,0.0001494327,0.00002172799,0.0001297073,0.000002652099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001998481,"about_ca_system_score_gemma":0.0000330346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008830552,"about_ca_topic_score_gemma":0.0001877686,"domain_scores_codex":[0.9990779,0.00002445004,0.0003766048,0.00009613919,0.0002635784,0.0001613433],"domain_scores_gemma":[0.9995543,0.0000873886,0.0000564323,0.00005568367,0.000162494,0.00008370177],"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":[0.00006169956,0.00001568212,0.0003610442,0.00005544432,0.000162488,0.0002237245,0.000216883,0.9719303,0.01360487,0.00006732022,0.0003924963,0.01290804],"study_design_scores_gemma":[0.004141255,0.0001500091,0.01983981,0.0005924698,0.0000685206,0.0001135647,0.0004342589,0.9656277,0.00477515,0.00001073855,0.003952804,0.0002937062],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1172356,0.0005905785,0.8805587,0.0004226574,0.0008972835,0.0001605841,0.00001187996,0.00007433785,0.000048364],"genre_scores_gemma":[0.9967911,0.00003165394,0.002916689,0.00005667028,0.000153145,0.00001783194,0.000004021782,0.00002212217,0.000006753016],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8795555,"threshold_uncertainty_score":0.5479233,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4396857754","doi":"10.1007/s40999-024-00973-2","title":"Modelling the Response of Timber Beams Under Fire","year":2024,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"University of New South Wales","keywords":"Forensic engineering; Engineering; Structural engineering; Architectural engineering; Materials science; Environmental science","authors":[{"name":"M. Khelifa","is_ca":false},{"name":"Van Diem Thi","is_ca":false},{"name":"Marc Oudjène","is_ca":true},{"name":"Amar Khennane","is_ca":false},{"name":"Mohammed El Ganaoui","is_ca":false},{"name":"Yann Rogaume","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008362062972286366,"gpt":0.2219131580633614,"spread":0.213551095091075,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006703737,0.0001192771,0.0001642561,0.0001720196,0.000009116475,0.00009087583,0.0003368082,0.00005009062,0.0001318068],"category_scores_gemma":[0.00008034062,0.00009012293,0.0001259756,0.0001037637,0.00001637285,0.0002127604,0.00003033331,0.0002086349,0.00001167788],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008860465,"about_ca_system_score_gemma":0.0000333814,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005229372,"about_ca_topic_score_gemma":6.154727e-7,"domain_scores_codex":[0.9990094,0.00002549025,0.0004100378,0.00006192767,0.0003750698,0.0001181017],"domain_scores_gemma":[0.9991593,0.0005258633,0.00005113938,0.00009769102,0.0001283775,0.0000376773],"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":[0.00004689508,0.000002559369,0.000001722575,0.00005218115,0.0002590621,0.00005455895,0.0002042556,0.9556937,0.04218958,0.0004371142,0.0007267845,0.0003316058],"study_design_scores_gemma":[0.0001298506,0.00002677441,0.00003454414,0.0004846204,0.00002247983,0.0001788705,0.00001765361,0.9768518,0.01666992,0.0001194467,0.005373992,0.00009003455],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6926116,0.0025913,0.2987945,0.0003647377,0.005124495,0.00005502874,0.00001290923,0.0001053846,0.0003400112],"genre_scores_gemma":[0.998335,0.0001027154,0.0009622342,0.00001448271,0.0004949921,0.000002182807,9.393999e-7,0.0000422289,0.00004524385],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3057234,"threshold_uncertainty_score":0.3675106,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4376136299","doi":"10.1007/s40999-023-00837-1","title":"An Integrated Framework for Selecting the Optimum Project Delivery System in Post-conflict Construction Projects","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Construction Project Management and Performance","field":"Decision Sciences","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Integrated project delivery; Dynamism; Selection (genetic algorithm); Risk analysis (engineering); Index (typography); Computer science; Outcome (game theory); Management science; Project management; Range (aeronautics); Operations research; Government (linguistics); Process management; Engineering; Systems engineering; Construction engineering; Business; Artificial intelligence; Mathematics","authors":[{"name":"Mahmood-Reza Pooyan","is_ca":true},{"name":"Abobakr Al-Sakkaf","is_ca":true},{"name":"Eslam Mohammed Abdelkader","is_ca":false},{"name":"Tarek Zayed","is_ca":false},{"name":"Govind Gopakumar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0535135683108878,"gpt":0.3466707781661119,"spread":0.2931572098552241,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002908722,0.000127851,0.0001987645,0.001545997,0.00007869075,0.0003834514,0.0008252559,0.00006590521,0.0000367526],"category_scores_gemma":[0.001700946,0.00008744351,0.0001229047,0.001336601,0.00002912126,0.0007934803,0.0000575292,0.0003278108,0.000008563182],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001321613,"about_ca_system_score_gemma":0.000186232,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003209171,"about_ca_topic_score_gemma":0.00008905101,"domain_scores_codex":[0.9978788,0.00006419131,0.0007844078,0.0001840844,0.0008880661,0.0002004092],"domain_scores_gemma":[0.9972069,0.0009161213,0.0004360728,0.000156314,0.001249052,0.0000355558],"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":[0.0008966275,0.0000748569,0.02047658,0.00009849897,0.0005504309,0.000106035,0.008017003,0.510209,0.004259281,0.02926745,0.001907567,0.4241366],"study_design_scores_gemma":[0.001101739,0.000275789,0.01008731,0.0005041963,0.00002960514,0.0006724894,0.02167442,0.9419851,0.0009548811,0.0008032285,0.0216129,0.0002983269],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.769632,0.00006214948,0.223252,0.0004791867,0.005549851,0.0004437884,0.00001664976,0.0001184248,0.0004458745],"genre_scores_gemma":[0.9899112,0.00003065556,0.009438927,0.00003495733,0.0005038988,0.00002152293,0.000005025852,0.00001428847,0.00003953254],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4317761,"threshold_uncertainty_score":0.3697631,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3045504902","doi":"10.1007/s40999-020-00546-z","title":"Unified Matrix Frameworks for Water Hammer Analysis in Pipe Networks","year":2020,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Matrix (chemical analysis); Water hammer; System of linear equations; Linear equation; Flow (mathematics); Computer science; Applied mathematics; Network topology; Topology (electrical circuits); Flow network; Mathematics; Mathematical optimization; Algorithm; Control theory (sociology); Mathematical analysis; Engineering; Geometry; Mechanical engineering; Materials science","authors":[{"name":"Naser Moosavian","is_ca":true},{"name":"Barbara J. Lence","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00664706051891017,"gpt":0.2116676759737283,"spread":0.2050206154548181,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001686498,0.0001175962,0.000245951,0.0003489311,0.000007970489,0.00006990887,0.0002369976,0.0001232028,0.00005975694],"category_scores_gemma":[0.00003633026,0.00009909915,0.0001671271,0.0002218675,0.000003653291,0.0002129206,0.00001968388,0.0002988052,0.000002033684],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005969354,"about_ca_system_score_gemma":0.000005724045,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003656983,"about_ca_topic_score_gemma":0.0000788645,"domain_scores_codex":[0.9990648,0.000007112171,0.000484515,0.0000794203,0.0001975683,0.0001665726],"domain_scores_gemma":[0.9996074,0.0000433734,0.00005624717,0.00005452079,0.0001598619,0.00007855349],"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":[0.0000225549,0.000005976123,0.0005960954,0.00001948368,0.0004957208,0.00002073076,0.0003450199,0.9970496,0.0006583299,0.00008565259,0.0006105818,0.00009025505],"study_design_scores_gemma":[0.0004349808,0.00001958923,0.0004488795,0.00005246869,0.00006246681,0.000008643653,0.00002010944,0.9941538,0.001105965,0.00002028877,0.003555945,0.0001168485],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01538473,0.0002608211,0.982498,0.0004555081,0.00114921,0.00006582877,0.000004207165,0.00004276668,0.0001388833],"genre_scores_gemma":[0.9966694,0.00004290439,0.002403542,0.00005647463,0.0007558189,0.000004631387,0.00001532527,0.00002793474,0.00002396853],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9812847,"threshold_uncertainty_score":0.4041146,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3084725059","doi":"10.1007/s40999-020-00566-9","title":"Mechanical Properties of Aggregates for Roadbase Partially Replaced with Reclaimed Asphalt Shingles","year":2020,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of New Brunswick","funders":"","keywords":"Shingles; Asphalt; Materials science; Composite material; Geotechnical engineering; Forensic engineering; Engineering; Medicine; Virology","authors":[{"name":"Matthew A. MacEachern","is_ca":false},{"name":"Xiomara Sánchez","is_ca":true},{"name":"Won Taek Oh","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02608251035930279,"gpt":0.2281700348980993,"spread":0.2020875245387966,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003218482,0.0001380178,0.0002300347,0.0001185107,0.00001375653,0.00003147268,0.0002793243,0.00004515947,0.0000448049],"category_scores_gemma":[0.0002897188,0.0001151368,0.0000863766,0.00009279144,0.00001305601,0.000437369,0.00002159821,0.0001535949,0.000001794872],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006767015,"about_ca_system_score_gemma":0.00005681056,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":9.446769e-7,"about_ca_topic_score_gemma":0.000009896773,"domain_scores_codex":[0.9986912,0.000009877379,0.0005543835,0.00008966244,0.0005120023,0.0001428866],"domain_scores_gemma":[0.9991495,0.00005705635,0.0002090657,0.00006850153,0.0004252002,0.00009068859],"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":[0.0003157372,0.00002023986,0.000117169,0.0001488383,0.0003543744,0.000008962703,0.0004212419,0.797265,0.1995689,0.0001459859,0.0002369674,0.001396639],"study_design_scores_gemma":[0.001065683,0.0002576074,0.00006415412,0.0004310886,0.00004218346,0.00002395958,0.00006616057,0.5907478,0.4061781,0.00001698824,0.000984441,0.0001218309],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7335022,0.001106476,0.2629222,0.0009250421,0.0009593183,0.0002962603,0.00001176615,0.0001242456,0.0001525204],"genre_scores_gemma":[0.9937493,0.00007337979,0.005658844,0.00004485606,0.0004134144,0.00001414968,0.000004328143,0.00003614629,0.000005565228],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2602471,"threshold_uncertainty_score":0.4695141,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4313643964","doi":"10.1007/s40999-022-00797-y","title":"Hydraulic Responses of Railway Embankments Using Coupled Moisture-Heat Flow Modeling: Effects of Fill Materials and Climate Conditions","year":2023,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Saskatchewan","funders":"Program of Shanghai Academic Research Leader; Key Technologies Research and Development Program; National Natural Science Foundation of China","keywords":"Levee; Environmental science; Geotechnical engineering; Water content; Beijing; Saturation (graph theory); Degree of saturation; Moisture; Precipitation; Hydrology (agriculture); Geology; Soil science; Soil water; Meteorology; Geography","authors":[{"name":"Hanwen Li","is_ca":false},{"name":"Lulu Zhang","is_ca":false},{"name":"D. G. Fredlund","is_ca":true},{"name":"Lihong Chen","is_ca":false},{"name":"Haoqing Yang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008398436548427486,"gpt":0.2409147294995573,"spread":0.2325162929511298,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002794683,0.00008969227,0.0001973397,0.0001600942,0.00002405338,0.0000177091,0.0001507765,0.00005195725,0.0001490568],"category_scores_gemma":[0.0001077855,0.00007323056,0.00006179205,0.0001045003,0.00003127033,0.0001610785,0.00009746424,0.00008174405,0.000003356099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005232843,"about_ca_system_score_gemma":0.00001044619,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003850008,"about_ca_topic_score_gemma":0.000005589543,"domain_scores_codex":[0.9990227,0.0000193617,0.0003942381,0.00007763791,0.0003640284,0.0001220787],"domain_scores_gemma":[0.9995968,0.0001067295,0.0001396444,0.00005831456,0.0000470408,0.00005147797],"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":[0.00005439997,0.00001637227,0.0006799134,0.00003316024,0.000084189,0.00003410594,0.000167289,0.6533391,0.3455202,0.00001057715,0.00003423771,0.00002639427],"study_design_scores_gemma":[0.0009522333,0.00007814222,0.01171635,0.0005318223,0.00005762263,0.0001297439,0.0000305065,0.9411425,0.04507265,0.0001186907,0.00005964906,0.0001100857],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995967,0.0000905247,0.003072044,0.00005825319,0.0006597548,0.00005620067,0.00003031581,0.0000108213,0.00005513288],"genre_scores_gemma":[0.9990667,0.0003197855,0.0005100668,0.00001391783,0.00005731864,0.00000117807,0.000006246757,0.00001265369,0.0000121766],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3004476,"threshold_uncertainty_score":0.2986256,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4206935987","doi":"10.1007/s40999-021-00693-x","title":"In-Plane Deformation of Stiffeners Around Opening in Steel Shear Panels","year":2022,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Materials science; Shear (geology); Deformation (meteorology); Structural engineering; Composite material; Geotechnical engineering; Geology; Engineering","authors":[{"name":"Saeid Sabouri‐Ghomi","is_ca":false},{"name":"E. Ahouri","is_ca":false},{"name":"Anjan K. Bhowmick","is_ca":true},{"name":"Ramin Asad-Sajjadi","is_ca":false},{"name":"Mohammad Sabouri-Ghomi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00814380724383449,"gpt":0.2185299114415116,"spread":0.2103861041976771,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034083,0.0001033288,0.0002250356,0.0008750673,0.00001052724,0.00002185864,0.000353372,0.00002640502,0.0001401349],"category_scores_gemma":[0.00004904842,0.0001133307,0.00007567747,0.0002904306,0.00000645989,0.0003891742,0.00006076504,0.0003714599,0.000001145301],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003842975,"about_ca_system_score_gemma":0.00002065633,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006378223,"about_ca_topic_score_gemma":0.00003581274,"domain_scores_codex":[0.9986885,0.00001310765,0.0005952516,0.00006387789,0.0005003794,0.0001388814],"domain_scores_gemma":[0.9996386,0.00006057439,0.0001290042,0.00006860041,0.00006765432,0.00003553905],"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":[0.0000185184,0.000008155654,0.001825692,0.00001963725,0.00008974328,0.00007185865,0.0005242319,0.9209229,0.07595361,0.0001145559,0.00002799729,0.0004230879],"study_design_scores_gemma":[0.001923841,0.00008849871,0.06937502,0.0003301597,0.00003683495,0.0007636099,0.001188083,0.8629694,0.06144085,0.0002628268,0.001228133,0.0003927488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9966317,0.0002178136,0.001583092,0.00006458061,0.001089918,0.00003706838,0.000007475149,0.00001723478,0.0003511626],"genre_scores_gemma":[0.9992191,0.00003357246,0.0005949833,0.00001284211,0.0001001935,0.000003459063,0.00000543905,0.00001762661,0.00001276506],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06754933,"threshold_uncertainty_score":0.4621493,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4313256314","doi":"10.1007/s40999-022-00791-4","title":"Improving the Strength Properties of Sand Using Laponite, a Promising Nanoparticle","year":2022,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Cohesion (chemistry); Rheology; Scanning electron microscope; Composite material; Homogeneity (statistics); Pore water pressure; Geotechnical engineering; Geology; Chemistry","authors":[{"name":"Shumsun Nahar Siddique","is_ca":true},{"name":"Jian Deng","is_ca":true},{"name":"Eltayeb Mohamedelhassan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01268899761804052,"gpt":0.1993673784041104,"spread":0.1866783807860699,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004464975,0.0001052778,0.0001598336,0.0001671815,0.00006522609,0.00003505157,0.0003778804,0.00002368842,0.00003590397],"category_scores_gemma":[0.0001263313,0.00008643512,0.00008832046,0.000123782,0.00001910556,0.0001668912,0.0001043109,0.0003046929,2.625388e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001281004,"about_ca_system_score_gemma":0.00004929641,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001463964,"about_ca_topic_score_gemma":0.000005136149,"domain_scores_codex":[0.9989195,0.0000266228,0.0004259885,0.00006312576,0.0003996995,0.0001650857],"domain_scores_gemma":[0.9995068,0.00004941176,0.0001698824,0.00008836649,0.0001486216,0.00003686971],"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":[0.00001641863,0.00001865276,0.0001195171,0.00002773487,0.0001079777,0.00001657638,0.0008784698,0.5135918,0.4842475,0.0003478414,0.00001396364,0.0006135217],"study_design_scores_gemma":[0.0004067953,0.00005184257,0.00007089775,0.00009484754,0.00002887537,0.0003786126,0.0005780521,0.856316,0.1417223,0.00006484291,0.0001789222,0.0001080101],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.987026,0.0009821196,0.009914738,0.00003518076,0.001798844,0.00005640441,0.000004359072,0.00003566334,0.0001466401],"genre_scores_gemma":[0.9991918,0.00001374432,0.000568056,0.00001253594,0.0001759515,0.000003362169,4.028122e-7,0.00002607152,0.000008084568],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3427242,"threshold_uncertainty_score":0.3524722,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406534209","doi":"10.1007/s40999-025-01071-7","title":"Artificial Ground Freezing in Cold Climates Using Multiple Closed Single-Phase Thermosyphons: A Natural Convection Approach","year":2025,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University Canada West; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Thermosiphon; Ground freezing; Natural convection; Work (physics); Heat transfer; Geotechnical engineering; Engineering; Materials science; Mechanical engineering; Environmental science; Mechanics; Heat exchanger; Physics","authors":[{"name":"Alireza Kazemi","is_ca":true},{"name":"Yuri Leonenko","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03795838570702779,"gpt":0.2659842304016093,"spread":0.2280258446945815,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002941233,0.0001148408,0.0001735735,0.0004294475,0.000038502,0.0001268527,0.0002108137,0.00005443696,0.0001937561],"category_scores_gemma":[0.0001248476,0.0001062787,0.00008336303,0.0002088511,0.00001951647,0.0003665096,0.00001405884,0.0002421226,0.000002441439],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004988188,"about_ca_system_score_gemma":0.00003609725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007031583,"about_ca_topic_score_gemma":0.007271823,"domain_scores_codex":[0.9990115,0.00002418187,0.000423535,0.0001084096,0.0002562247,0.0001761864],"domain_scores_gemma":[0.9994373,0.0002079323,0.0001431071,0.000052063,0.0001187165,0.00004083669],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005326917,0.0002872102,0.1399139,0.00008253683,0.0002265689,0.0002042287,0.001154551,0.2259941,0.6178967,0.0002053241,0.00008552932,0.01341675],"study_design_scores_gemma":[0.00110101,0.00005927264,0.01842347,0.0003044225,0.00002035856,0.0001310193,0.0005002031,0.9727093,0.006037223,0.0001076072,0.000446921,0.000159216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9905724,0.0008554739,0.005337719,0.00008321365,0.002563423,0.00007205101,0.00007834061,0.00001484996,0.0004225215],"genre_scores_gemma":[0.998914,0.00004163346,0.000505912,0.00006512348,0.0003894101,4.67773e-7,0.00007012398,0.000004781176,0.000008572104],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7467152,"threshold_uncertainty_score":0.4333919,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3120372825","doi":"10.1007/s40999-020-00591-8","title":"Theoretical and Experimental Flexural Behavior of Steel Bars-Reinforced Concrete Beams Strengthened with Cementitious Mortars Based on Dune Sands","year":2021,"lang":"en","type":"article","venue":"International Journal of Civil Engineering","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Mortar; Flexural strength; Reinforcement; Beam (structure); Materials science; Cementitious; Ductility (Earth science); Structural engineering; Composite material; Geotechnical engineering; Reinforced concrete; Geology; Cement; Engineering; Creep","authors":[{"name":"Madina Djeridane","is_ca":false},{"name":"Ali Zaidi","is_ca":true},{"name":"Mohamed Fateh Lakhdari","is_ca":false},{"name":"Benharzallah Krobba","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005317882271192236,"gpt":0.2233012776289107,"spread":0.2179833953577185,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000168222,0.0002026351,0.0003054129,0.0002310106,0.00001594044,0.00006532339,0.0001741759,0.00005565385,0.000817938],"category_scores_gemma":[0.00005154575,0.0001845775,0.00007563363,0.0001015559,0.00006801693,0.0002109557,0.00003633745,0.0001590755,9.570541e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009073377,"about_ca_system_score_gemma":0.00004787279,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001194938,"about_ca_topic_score_gemma":3.064339e-7,"domain_scores_codex":[0.9985627,0.00001467896,0.000568992,0.0001024192,0.0005752099,0.0001760165],"domain_scores_gemma":[0.9992039,0.0000829374,0.0001476061,0.0001090536,0.0003820895,0.00007442082],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001520229,0.000006116782,0.00009655648,0.00003947623,0.0002819574,0.0001810906,0.0001097411,0.3644071,0.621089,0.01353941,0.00002460393,0.00007284934],"study_design_scores_gemma":[0.002228343,0.0003221205,0.0002523923,0.0003380087,0.00004765967,0.0001211147,0.0001058242,0.1990531,0.7972123,0.000006877839,0.0001064583,0.0002058355],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9830146,0.0001052105,0.01441811,0.00002725443,0.0006353559,0.00009394989,0.00003480793,0.00003670697,0.001633953],"genre_scores_gemma":[0.9977686,0.0000181713,0.0019446,0.00004546415,0.0001333466,0.000009643843,0.00002781124,0.00003692494,0.00001547802],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1761233,"threshold_uncertainty_score":0.8955848,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}