{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":37,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":37,"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":"30279f09449f","filters":{"venue":"Proceedings of the International Conference on Concrete Pavements"}},"results":[{"id":"W644646621","doi":"10.33593/iccp.v8i1.608","title":"Use of Innovative Pre-Cast Concrete Slab Repair Technology in Canada","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Falling weight deflectometer; Slab; Christian ministry; Precast concrete; Civil engineering; Engineering; Forensic engineering; Geotechnical engineering; Structural engineering; Subgrade","authors":[{"name":"Becca Lane","is_ca":false},{"name":"Tom Kazmierowski","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02671709848714874,"gpt":0.2477078378547913,"spread":0.2209907393676426,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001159427,0.0005230558,0.0003323472,0.001153249,0.00306672,0.001417421,0.001668205,0.0005431998,0.001604251],"category_scores_gemma":[0.001095436,0.0003683281,0.0004072492,0.001476316,0.001293829,0.0004111193,0.0007799687,0.0006129518,0.0001898781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.03506817,"about_ca_system_score_gemma":0.05767164,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9514307,"about_ca_topic_score_gemma":0.9890258,"domain_scores_codex":[0.9982144,0.0001220181,0.00004347429,0.000204352,0.001117253,0.0002986137],"domain_scores_gemma":[0.9986081,0.00008494341,0.0001090717,0.00008936825,0.0008592163,0.0002493768],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.002506634,0.002395334,0.07964719,0.001466318,0.0002082981,0.002809531,0.00933967,0.0340053,0.2256183,0.01212535,0.005450525,0.6244275],"study_design_scores_gemma":[0.000529573,0.01070674,0.5026789,0.0004337683,0.0004274914,0.001990272,0.01399193,0.02245869,0.2423352,0.001083283,0.2028865,0.0004777338],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9693303,0.001633516,0.007155962,0.0002925692,0.00003508867,0.0005147292,0.0005946566,0.0002929438,0.02015016],"genre_scores_gemma":[0.968193,0.001638964,0.01897705,0.00006441336,0.000003685752,0.00008614193,0.000573702,0.00003453087,0.01042857],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04856926,"threshold_uncertainty_score":0.2544386,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W958849887","doi":"10.33593/iccp.v5i1.833","title":"TEN YEARS EXPERIENCE WITH EXPERIMENTAL CONCRETE PAVEMENT SECTIONS IN ONTARIO","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Falling weight deflectometer; Serviceability (structure); Skid (aerodynamics); Geotechnical engineering; Slab; Engineering; Structural engineering; Deflection (physics); Subgrade; Civil engineering","authors":[{"name":"T Kazmierowski","is_ca":false},{"name":"Alison Bradbury","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0283077518743624,"gpt":0.2716196159205341,"spread":0.2433118640461717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001400795,0.0006347302,0.0003209775,0.0004575898,0.00256542,0.000372338,0.0009493061,0.0004326506,0.001925347],"category_scores_gemma":[0.001976267,0.0004009769,0.0003577684,0.0007369558,0.001125176,0.0003209895,0.0007101819,0.0003244575,0.0006319125],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00743475,"about_ca_system_score_gemma":0.00535177,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.4498018,"about_ca_topic_score_gemma":0.8157222,"domain_scores_codex":[0.9986254,0.0002426728,0.00005567311,0.0002968221,0.0004349536,0.0003444008],"domain_scores_gemma":[0.9984934,0.000277769,0.0001677501,0.000204004,0.0005446158,0.0003124912],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.002829427,0.006930328,0.4302013,0.0006067714,0.0001302915,0.004132364,0.04207693,0.01893104,0.3081899,0.00116615,0.001509022,0.1832965],"study_design_scores_gemma":[0.0001501591,0.02024994,0.7652237,0.00006551923,0.0001429732,0.001028015,0.01457743,0.005967959,0.1493322,0.0004015121,0.04273767,0.0001228945],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9967394,0.00004046864,0.0006383492,0.00001432636,0.000002083464,0.0001107571,0.0001137763,0.00002114141,0.0023196],"genre_scores_gemma":[0.9851354,0.0002040603,0.004579877,0.00002134513,0.000004191904,0.00008700904,0.0006637754,0.00001734326,0.0092869],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4498018,"threshold_uncertainty_score":0.8943674,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W30524269","doi":"10.33593/iccp.v8i1.529","title":"A Pilot Study of Instrumented Unbonded Concrete Overlay in Toronto","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Overlay; Civil engineering; Engineering; Driver rehabilitation; Transport engineering; Structural engineering; Computer science; Rehabilitation","authors":[{"name":"Susan Tighe","is_ca":false},{"name":"Wilson Chung","is_ca":false},{"name":"Fiona Leung","is_ca":false},{"name":"Tom Ellerbusch","is_ca":false},{"name":"Rico Fung","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01908024847263224,"gpt":0.2675151745714124,"spread":0.2484349260987802,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006000515,0.0007173045,0.000427213,0.0004184599,0.002114243,0.0004794764,0.0007441966,0.0006285339,0.001328349],"category_scores_gemma":[0.001093504,0.0004272835,0.0003766487,0.0005461414,0.001284336,0.0003155172,0.0006980381,0.000623312,0.0003134233],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.006412629,"about_ca_system_score_gemma":0.006658995,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.5504013,"about_ca_topic_score_gemma":0.869725,"domain_scores_codex":[0.9991065,0.0001433306,0.00002865344,0.0001396746,0.0002681116,0.0003136501],"domain_scores_gemma":[0.9991222,0.00009057842,0.00007528129,0.00006372744,0.0003466756,0.0003014562],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.005122729,0.02021742,0.2662119,0.0008108303,0.0001963297,0.01752933,0.08447961,0.01186838,0.5180432,0.0009918257,0.002600528,0.07192793],"study_design_scores_gemma":[0.0002154493,0.04784712,0.8716921,0.00005426123,0.0001254956,0.0006527908,0.03322192,0.003880488,0.03339842,0.00008597726,0.008731264,0.00009462289],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985853,0.00001183821,0.0002788289,0.00001761184,0.000002469152,0.0002376386,0.000101681,0.000009258281,0.0007554812],"genre_scores_gemma":[0.9943221,0.00006609471,0.001591433,0.00003269227,0.00000394166,0.000145485,0.0002832846,0.000007605847,0.003547424],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4495987,"threshold_uncertainty_score":0.9044929,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W657491918","doi":"10.33593/iccp.v10i1.362","title":"Evolution of Pervious Concrete Pavement at the Ministry of Transportation Ontario, Canada","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Pervious concrete; Christian ministry; Civil engineering; Geotechnical engineering; Engineering; Transport engineering; Forensic engineering; Environmental science; Geography; Archaeology; Political science; Cement","authors":[{"name":"David Rhead","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01409067680166427,"gpt":0.2168180220780056,"spread":0.2027273452763413,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001873414,0.0003846437,0.0002008505,0.001637832,0.004678326,0.002762937,0.0015949,0.0005576889,0.004047689],"category_scores_gemma":[0.002032703,0.0005156688,0.000367206,0.002450274,0.00150636,0.0008316542,0.0009857561,0.0006224055,0.0008165284],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.07699288,"about_ca_system_score_gemma":0.102943,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9898574,"about_ca_topic_score_gemma":0.9967247,"domain_scores_codex":[0.9962528,0.0001741116,0.00008398221,0.0002979578,0.002589654,0.0006015883],"domain_scores_gemma":[0.9941474,0.00008873078,0.0001658296,0.0001925516,0.004899194,0.0005063673],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0006504245,0.0008584212,0.3198434,0.0007081573,0.0000864812,0.001685629,0.01788174,0.0431089,0.08012204,0.03539062,0.05538012,0.4442841],"study_design_scores_gemma":[0.00004445622,0.0004676767,0.5098234,0.0001683591,0.00005864679,0.0004195838,0.01317724,0.01289471,0.01441387,0.0009321983,0.4474139,0.0001858752],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7408859,0.001867199,0.01490824,0.003009206,0.0001194575,0.001327144,0.004632698,0.000869078,0.232381],"genre_scores_gemma":[0.868539,0.001046591,0.02799028,0.0001397569,0.00001058342,0.0001581623,0.00272735,0.0001548688,0.09923354],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07699288,"threshold_uncertainty_score":0.5586251,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W609854772","doi":"10.33593/iccp.v6i1.720","title":"SEVEN YEAR PERFORMANCE EVALUATION OF A CPR PROJECT IN CANADA","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Portland cement; Spall; Overlay; Driver rehabilitation; International Roughness Index; Forensic engineering; Cracking; Environmental science; Rehabilitation; Geotechnical engineering; Engineering; Cement; Surface finish; Structural engineering; Materials science; Composite material; Computer science; Medicine","authors":[{"name":"Alison Bradbury","is_ca":false},{"name":"T Kazmierowski","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03710046296313622,"gpt":0.2736405587456128,"spread":0.2365400957824766,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002111223,0.0005595544,0.0003429806,0.001339749,0.00319865,0.001057382,0.001195027,0.0006011139,0.001740202],"category_scores_gemma":[0.002202515,0.0003120572,0.0002855133,0.001568333,0.0007449345,0.0004972924,0.0009897306,0.0005845785,0.000745237],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01709817,"about_ca_system_score_gemma":0.02308503,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.878316,"about_ca_topic_score_gemma":0.9442602,"domain_scores_codex":[0.9969972,0.0002591707,0.00007153595,0.0002991723,0.001722426,0.0006504363],"domain_scores_gemma":[0.9959261,0.00008993709,0.0001381852,0.0001318085,0.002943637,0.0007703211],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.003436626,0.01240568,0.392298,0.0006480681,0.0003069208,0.003520581,0.0134956,0.0191635,0.04016707,0.002808003,0.0234581,0.4882919],"study_design_scores_gemma":[0.0002215667,0.01345408,0.8863907,0.00009106773,0.0001332321,0.0004507124,0.0137432,0.009802205,0.01514691,0.0002389505,0.06017524,0.000152005],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9871247,0.0001411144,0.0004418563,0.0001777646,0.00001535735,0.0003671112,0.001280066,0.0001024211,0.01034948],"genre_scores_gemma":[0.9749203,0.0003027681,0.001978444,0.0001177936,0.000008227405,0.0001243972,0.003646027,0.00003256803,0.01886947],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.121684,"threshold_uncertainty_score":0.2448012,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406705249","doi":"10.33593/iccp.v7i1.231","title":"USING FIBER-REINFORCED POLYMER LOAD TRANSFER","year":2001,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"BIM and Construction Integration","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Manitoba","funders":"North Carolina State University","keywords":"Transfer (computing); Fiber; Materials science; Composite material; Computer science; Parallel computing","authors":[{"name":"Ahmed Shalaby","is_ca":true},{"name":"Scott Murison","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03810906958843497,"gpt":0.2541794164728065,"spread":0.2160703468843715,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003184838,0.000614544,0.0002289424,0.0005069816,0.0002385679,0.0005067637,0.0005153914,0.0004734286,0.001710647],"category_scores_gemma":[0.0003548747,0.0001932469,0.0003193494,0.0004211927,0.0002338895,0.0009856574,0.0004728765,0.0002464722,0.0008544319],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003207557,"about_ca_system_score_gemma":0.0002273531,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007278229,"about_ca_topic_score_gemma":0.001675974,"domain_scores_codex":[0.9995414,0.00004678969,0.00002229674,0.00008360954,0.0002535622,0.00005237918],"domain_scores_gemma":[0.9997719,0.00003803916,0.00008780615,0.00003366472,0.0000481048,0.00002047359],"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":[0.0001122961,0.0002239705,0.001162997,0.0002049425,0.00001641542,0.0001266624,0.00004887566,0.002669138,0.9430902,0.0003368898,0.0001026519,0.05190496],"study_design_scores_gemma":[0.0000190085,0.001666986,0.003769287,0.00001354161,0.00002420319,0.0003438051,0.00003030998,0.003340398,0.9845117,0.00009868164,0.006159585,0.00002252331],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9534817,0.001125306,0.03833795,0.00005544048,0.00005256313,0.0001996707,0.00009217641,0.0003201533,0.006335193],"genre_scores_gemma":[0.965208,0.0008429437,0.02761889,0.00003205233,0.00001500656,0.00004890638,0.0001157693,0.00002145613,0.006097056],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001710647,"threshold_uncertainty_score":0.005722702,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1487994378","doi":"10.33593/iccp.v4i1.908","title":"EFFECT OF HIGH TIRE PRESSURES ON CONCRETE PAVEMENT PERFORMANCE","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Truck; Service life; Portland cement; Asphalt; Geotechnical engineering; Asphalt concrete; Engineering; Environmental science; Asphalt pavement; Pavement engineering; Structural engineering; Forensic engineering; Cement; Materials science; Automotive engineering; Composite material","authors":[{"name":"P A Okamoto","is_ca":false},{"name":"Robert G. Packard","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007769693753430669,"gpt":0.2378634263359183,"spread":0.2300937325824876,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004486679,0.0004331529,0.0002347058,0.0003486661,0.0003556513,0.0004796199,0.0002490589,0.0002977758,0.001365658],"category_scores_gemma":[0.001233714,0.0002551937,0.0002782925,0.0002137736,0.0003185743,0.0004293713,0.0004465773,0.000361177,0.0002917876],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00029445,"about_ca_system_score_gemma":0.0002691187,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002289376,"about_ca_topic_score_gemma":0.004328122,"domain_scores_codex":[0.9991391,0.0001510574,0.00004051897,0.00009777099,0.0004383551,0.0001332441],"domain_scores_gemma":[0.9985096,0.0007147845,0.0002839125,0.0001024392,0.0002566568,0.0001326288],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001094584,0.0004041556,0.08154013,0.0001546062,0.0001054679,0.0006897496,0.000647965,0.007886527,0.8787535,0.00006346274,0.0001116241,0.02854822],"study_design_scores_gemma":[0.00002241879,0.006349963,0.4271291,0.00001287333,0.0001218511,0.0006694887,0.0007779132,0.004073844,0.559639,0.00007593593,0.001074344,0.0000532961],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993642,0.00003555582,0.000249627,0.000004071838,0.000001464337,0.000004285961,0.00001827736,0.000008895418,0.0003136212],"genre_scores_gemma":[0.9994205,0.00004517621,0.0002667043,0.000004066564,0.000001548736,0.000003286688,0.00003516231,0.000004221084,0.0002193369],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002289376,"threshold_uncertainty_score":0.004568577,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W833754358","doi":"10.33593/iccp.v7i1.222","title":"CONCRETE PAVEMENTS IN CANADA: STATE-OF-THE-ART PRACTICE","year":2001,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"State (computer science); Forensic engineering; Engineering; Computer science","authors":[{"name":"Susan Tighe","is_ca":false},{"name":"Rico Fung","is_ca":false},{"name":"T. O. Smith","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02518686561989457,"gpt":0.2531719297325321,"spread":0.2279850641126375,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002681358,0.0006363216,0.0005350783,0.005435954,0.002544373,0.004162499,0.00164257,0.0007768573,0.004050556],"category_scores_gemma":[0.004636654,0.0003434167,0.0003828966,0.01313122,0.002085629,0.001143792,0.0008139488,0.000722554,0.0006884555],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.04008184,"about_ca_system_score_gemma":0.09941884,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9633959,"about_ca_topic_score_gemma":0.9813389,"domain_scores_codex":[0.9965403,0.0001494803,0.0001929222,0.0003016761,0.002531905,0.0002837019],"domain_scores_gemma":[0.9892055,0.0008662287,0.0006269401,0.0001898063,0.008452726,0.0006588337],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001412835,0.0001133322,0.02128763,0.005071979,0.00004867862,0.0003764828,0.00212691,0.002847382,0.004080869,0.009525759,0.04067122,0.9137085],"study_design_scores_gemma":[0.000008351087,0.0001403178,0.07724923,0.005357068,0.0001220435,0.0006870661,0.003366835,0.00102727,0.004300902,0.001038134,0.9066132,0.00008971657],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"methods","genre_scores_codex":[0.06827179,0.8354746,0.004843981,0.008284124,0.0006165206,0.0001583895,0.002715499,0.000240259,0.07939497],"genre_scores_gemma":[0.2710117,0.6997334,0.007265058,0.0009434709,0.0001376426,0.00003900084,0.0015015,0.00008107996,0.01928708],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.04008184,"threshold_uncertainty_score":0.2908154,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W159949139","doi":"10.33593/iccp.v7i1.215","title":"A CONCRETE PAVEMENT PROJECT WITH A 10-YEAR PERFORMANCE GUARANTEE IN QUEBEC","year":2001,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Civil engineering; Transport engineering; Engineering","authors":[{"name":"Bertrand Cormier","is_ca":false},{"name":"D Thébeau","is_ca":false},{"name":"L. Duchesne","is_ca":false},{"name":"Yvan Dault","is_ca":false},{"name":"C A Beckemeyer","is_ca":false},{"name":"M I Darter","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01996060507595305,"gpt":0.2369480145300668,"spread":0.2169874094541138,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000766879,0.0002210154,0.0001706125,0.0003719731,0.001961594,0.0007449645,0.0006292846,0.0006016667,0.005928444],"category_scores_gemma":[0.001233997,0.0001835159,0.0001866407,0.0004261396,0.0006837001,0.0003833912,0.0005482239,0.0005076301,0.0004407781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.009612693,"about_ca_system_score_gemma":0.01752196,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.9249867,"about_ca_topic_score_gemma":0.9778093,"domain_scores_codex":[0.999203,0.0001008966,0.00001507823,0.0001123901,0.0003129042,0.0002557032],"domain_scores_gemma":[0.9991975,0.00007712234,0.00005105411,0.00006399011,0.0002701847,0.000340137],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.00463992,0.001726667,0.2316822,0.0005786174,0.0002081577,0.006456283,0.00937518,0.0532156,0.1413418,0.04648516,0.04759723,0.4566931],"study_design_scores_gemma":[0.0003607392,0.002610041,0.7497811,0.0001313329,0.00004935017,0.0005495026,0.003860935,0.02314752,0.0166331,0.00113809,0.2016033,0.0001350247],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9676524,0.0002829557,0.003007588,0.0005421645,0.00002091488,0.0001594536,0.0009073687,0.0001688132,0.02725833],"genre_scores_gemma":[0.9549794,0.0001156294,0.002678859,0.00005546782,0.000003350513,0.00004992739,0.0008820822,0.00002167385,0.04121356],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9249867,"threshold_uncertainty_score":0.1509101,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W610724523","doi":"10.33593/iccp.v10i1.382","title":"Composite Pavement Systems – A Sustainable Approach for Long-Lasting Concrete Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Federal Highway Administration; University of Minnesota; Minnesota Department of Transportation; University of Pittsburgh; U.S. Department of Transportation","keywords":"Composite number; Geotechnical engineering; Civil engineering; Forensic engineering; Engineering; Geology; Materials science; Composite material","authors":[{"name":"Shreenath Rao","is_ca":false},{"name":"M I Darter","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02286965405501177,"gpt":0.2572298219250121,"spread":0.2343601678700004,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001057712,0.0005218235,0.0003399252,0.001080704,0.0005117367,0.0009257901,0.0009842475,0.0006738937,0.0009161975],"category_scores_gemma":[0.0006020474,0.0002894284,0.0004141885,0.0004665207,0.0005968932,0.0009051822,0.0008594983,0.0005605526,0.0002448554],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00121189,"about_ca_system_score_gemma":0.001523207,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001839036,"about_ca_topic_score_gemma":0.006170746,"domain_scores_codex":[0.9990982,0.0002201092,0.00003223712,0.0001200389,0.0004440946,0.00008531162],"domain_scores_gemma":[0.999607,0.00006597225,0.00006287203,0.00006337475,0.0001575512,0.00004314514],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001202713,0.0003598709,0.00540102,0.0005454837,0.00005899654,0.0003079893,0.0002941206,0.3685117,0.3835978,0.0340885,0.0009134462,0.2058008],"study_design_scores_gemma":[0.00005849069,0.002879234,0.01204863,0.0001910849,0.0001138857,0.0006473197,0.0007238141,0.4832573,0.3964726,0.02842614,0.07501981,0.0001616155],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3082121,0.002961157,0.6737153,0.0004038665,0.00005531823,0.0002598849,0.0001533279,0.0006299135,0.01360913],"genre_scores_gemma":[0.8309443,0.001205787,0.1649718,0.00002625045,0.00001262458,0.0001340863,0.00009806015,0.00003574664,0.002571385],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001839036,"threshold_uncertainty_score":0.008792937,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1047798284","doi":"10.33593/iccp.v10i1.397","title":"Life Cycle Assessment for Concrete and Asphalt Pavement at the Network Scale","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Asphalt pavement; Asphalt; Life-cycle assessment; Environmental science; Scale (ratio); Civil engineering; Engineering; Materials science; Composite material; Geography","authors":[{"name":"Ronald Collette","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02416414580424053,"gpt":0.2927390963612281,"spread":0.2685749505569875,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001363899,0.0005569256,0.0003412941,0.001551817,0.0003383546,0.0006530331,0.0006161674,0.000359339,0.001886557],"category_scores_gemma":[0.001508365,0.0001908334,0.0008513526,0.00129827,0.0002609561,0.0006991782,0.0003639528,0.0003137537,0.0002375565],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.004927867,"about_ca_system_score_gemma":0.001988822,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1123024,"about_ca_topic_score_gemma":0.165582,"domain_scores_codex":[0.9994097,0.0001440716,0.00001704029,0.00006716415,0.0002842148,0.0000777949],"domain_scores_gemma":[0.9992676,0.0002280476,0.00007053962,0.00006773102,0.0003359351,0.00003010893],"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":[0.0003450354,0.0002138583,0.04636649,0.0002941906,0.0002136434,0.0001742051,0.0000932027,0.8579648,0.03748683,0.002136569,0.0004268858,0.05428439],"study_design_scores_gemma":[0.00003144625,0.001950979,0.1276606,0.00003971325,0.0002902823,0.0001329864,0.0002975247,0.7991365,0.05866336,0.003763916,0.007969062,0.00006351747],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9657984,0.000942533,0.02340721,0.00004996962,0.000009913721,0.0002635961,0.002954768,0.00009491923,0.006478716],"genre_scores_gemma":[0.98514,0.0004913327,0.009936129,0.00001075442,0.000002359406,0.0001579325,0.00204153,0.00001833524,0.002201708],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1123024,"threshold_uncertainty_score":0.2232975,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W587643887","doi":"10.33593/iccp.v5i1.827","title":"PERFORMANCE OF ONTARIO'S FIRST MAJOR REHABILITATION AND OVERLAY PROJECT","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Overlay; Christian ministry; Engineering; Driver rehabilitation; Rehabilitation; Transport engineering; Forensic engineering; Grinding; Civil engineering; Diamond grinding; Computer science; Mechanical engineering; Grinding wheel","authors":[{"name":"Tom Kazmierowski","is_ca":false},{"name":"H Sturm","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009564060276492392,"gpt":0.2282857451685142,"spread":0.2187216848920218,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001890752,0.0007862831,0.0004957781,0.001109218,0.005760105,0.001884567,0.001079065,0.001002637,0.007872974],"category_scores_gemma":[0.001966164,0.0004928666,0.0003831825,0.001288471,0.0009665692,0.0004847165,0.001666396,0.0006478424,0.002669674],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02327217,"about_ca_system_score_gemma":0.04094671,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9317137,"about_ca_topic_score_gemma":0.9831767,"domain_scores_codex":[0.9972646,0.0002058775,0.00004584667,0.0002148841,0.001428692,0.0008400375],"domain_scores_gemma":[0.9962218,0.0000987456,0.0001222241,0.0001780655,0.002318201,0.001061056],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.00754847,0.005591337,0.3077646,0.0008602549,0.0002369802,0.002845429,0.01902898,0.01105337,0.06982742,0.00328496,0.2304301,0.3415281],"study_design_scores_gemma":[0.0001945646,0.002031013,0.7913076,0.0000826797,0.00005233375,0.0001244647,0.009236062,0.003300454,0.01063252,0.0002142361,0.1827095,0.0001145962],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8972597,0.000161879,0.0006677434,0.001087445,0.00005189098,0.001058014,0.007283035,0.0004922444,0.09193809],"genre_scores_gemma":[0.8500871,0.0003302438,0.002650269,0.0002110716,0.00001387039,0.000358058,0.009372491,0.0001319962,0.1368449],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0682863,"threshold_uncertainty_score":0.1688522,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W610594503","doi":"10.33593/iccp.v8i1.592","title":"Québec’s Experience with Smoothness Specifications on Concrete Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Ride quality; Smoothness; International Roughness Index; Truck; Work (physics); Surface finish; Christian ministry; Engineering; Automotive engineering; Mechanical engineering","authors":[{"name":"Denis Thébeau","is_ca":false},{"name":"Marie-Christine Delisle","is_ca":false},{"name":"Bertrand Cormier","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02745850050087711,"gpt":0.2493168277484867,"spread":0.2218583272476096,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008645236,0.0007151748,0.0003375789,0.001188931,0.004576019,0.002749984,0.002627065,0.001469995,0.009758694],"category_scores_gemma":[0.01264538,0.0005059246,0.0005120936,0.002866994,0.001293059,0.001395167,0.001129666,0.0013685,0.001138473],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.04919855,"about_ca_system_score_gemma":0.03488529,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9797946,"about_ca_topic_score_gemma":0.9873842,"domain_scores_codex":[0.9898998,0.001749384,0.000339236,0.001090685,0.005924568,0.0009962464],"domain_scores_gemma":[0.9747804,0.002454411,0.0006980063,0.0009214483,0.01943805,0.001707626],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0006043936,0.002561646,0.1446676,0.0008433916,0.0001355595,0.003062055,0.02851136,0.01646656,0.04381244,0.0119853,0.1036768,0.6436729],"study_design_scores_gemma":[0.0001129767,0.00196288,0.2989599,0.0005045237,0.00009733778,0.001066789,0.02055155,0.01252538,0.01472409,0.000553101,0.6484955,0.0004459822],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.772605,0.006061912,0.01701595,0.01508085,0.000566457,0.001052344,0.002793438,0.0008097513,0.1840143],"genre_scores_gemma":[0.8656861,0.003044766,0.01969516,0.001927378,0.00006900356,0.0001712058,0.002567025,0.0002020787,0.1066373],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04919855,"threshold_uncertainty_score":0.3569621,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W637319621","doi":"10.33593/iccp.v10i1.438","title":"Challenges with Construction of Portland Cement Concrete Pavement at Calgary International Airport","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Concrete and Cement Materials Research","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":"Portland cement; International airport; Cement; Civil engineering; Forensic engineering; Engineering; Transport engineering; Materials science; Composite material","authors":[{"name":"B Czarnecki","is_ca":false},{"name":"Ward L. Johnson","is_ca":false},{"name":"Curtis Bouteiller","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03234737995328718,"gpt":0.2641634527899488,"spread":0.2318160728366616,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002678246,0.0008247301,0.0003753896,0.000950017,0.003506253,0.00321159,0.001900957,0.001147382,0.004074791],"category_scores_gemma":[0.00206901,0.0008625491,0.0004345408,0.0009724744,0.001383479,0.0009135955,0.00131098,0.002279516,0.001828582],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.008933639,"about_ca_system_score_gemma":0.01108154,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.150244,"about_ca_topic_score_gemma":0.4388212,"domain_scores_codex":[0.9971415,0.0003691139,0.0001347625,0.0003440732,0.001356529,0.0006538986],"domain_scores_gemma":[0.9975963,0.0002843644,0.0002481803,0.0003322122,0.00101057,0.0005283517],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0004610223,0.0007132496,0.04811473,0.001151832,0.00008242993,0.008484743,0.006219475,0.1010233,0.2597886,0.01188288,0.01413547,0.5479422],"study_design_scores_gemma":[0.0002103553,0.006447546,0.3184994,0.001536526,0.0001894717,0.006428611,0.05457656,0.0344119,0.1831448,0.005038234,0.3890225,0.0004940717],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8768964,0.002232932,0.04461533,0.004746742,0.0004671894,0.001667779,0.0005361658,0.001189832,0.06764773],"genre_scores_gemma":[0.8713669,0.002408799,0.1004833,0.0003732012,0.00005933031,0.0002789291,0.0005705988,0.0003173917,0.02414162],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.849756,"threshold_uncertainty_score":0.298739,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W352342737","doi":"10.33593/iccp.v1i1.1171","title":"CANADIAN FORCES EXPERIENCE IN SLIP FORMING AIRFIELD PAVEMENTS","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Engineering and Material Science Research","field":"Materials Science","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":"Slip (aerodynamics); Forensic engineering; Geology; Engineering; Materials science; Aerospace engineering","authors":[{"name":"T. S. W. Harvey","is_ca":false},{"name":"J. McLean","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03730567962159175,"gpt":0.3156985472082767,"spread":0.2783928675866849,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002300828,0.0007663198,0.000299132,0.001306999,0.01444837,0.00270805,0.001552214,0.001419911,0.01074119],"category_scores_gemma":[0.005058729,0.0005002174,0.0004047605,0.001781384,0.00252493,0.0009206636,0.001990242,0.001046097,0.001165735],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01739687,"about_ca_system_score_gemma":0.02223696,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9284789,"about_ca_topic_score_gemma":0.9838231,"domain_scores_codex":[0.9945754,0.0005311232,0.00009094847,0.0003285532,0.002997414,0.001476573],"domain_scores_gemma":[0.9969779,0.0002423868,0.0001644544,0.0001146904,0.001354909,0.001145676],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0005861719,0.001296486,0.2329921,0.00071356,0.00008912238,0.0120051,0.271593,0.005448545,0.01201267,0.009732429,0.08544255,0.3680881],"study_design_scores_gemma":[0.00002383299,0.0008782314,0.1815219,0.0003198184,0.00005335388,0.005382516,0.2301207,0.001613464,0.004269212,0.0005289331,0.5751122,0.0001757771],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9240127,0.001715122,0.0009995298,0.001841477,0.0002145793,0.0001255331,0.0003314496,0.0001061153,0.07065354],"genre_scores_gemma":[0.9550075,0.001704649,0.001424361,0.0002955498,0.0000220442,0.00001579072,0.0002875005,0.00004910811,0.04119353],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0715211,"threshold_uncertainty_score":0.1438845,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W563264788","doi":"10.33593/iccp.v10i1.411","title":"Newly Developed GFRP Dowel Bars for Jointed Plain Concrete Pavement","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies; Pultrall","keywords":"Dowel; Fibre-reinforced plastic; Structural engineering; Geotechnical engineering; Geology; Engineering; Forensic engineering","authors":[{"name":"Mathieu Montaigu","is_ca":false},{"name":"Ehab A. Ahmed","is_ca":false},{"name":"Brahim Benmokrane","is_ca":false},{"name":"D Thébeau","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03368663574074149,"gpt":0.276453455202155,"spread":0.2427668194614135,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002856857,0.0004501772,0.0002098623,0.000367441,0.000111798,0.0002025249,0.0005558403,0.0003639947,0.001002335],"category_scores_gemma":[0.0005390926,0.0002253523,0.0002201319,0.0001836611,0.0001496867,0.0002669534,0.0002225561,0.000330132,0.0005092123],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001514593,"about_ca_system_score_gemma":0.0002531583,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007461203,"about_ca_topic_score_gemma":0.00351272,"domain_scores_codex":[0.9994991,0.00003724333,0.00002629052,0.00008186039,0.0003137841,0.0000416497],"domain_scores_gemma":[0.9995973,0.00004155258,0.000108964,0.00004752668,0.0001634849,0.00004127729],"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":[0.00008737672,0.00003786655,0.001524012,0.0001412742,0.000009209728,0.0001990217,0.00003355751,0.001589353,0.9678182,0.0001750438,0.0001426678,0.02824238],"study_design_scores_gemma":[0.00001948282,0.001446647,0.02494204,0.00001799486,0.00003431676,0.001766071,0.00004687759,0.005342175,0.9552648,0.00005470316,0.01103408,0.00003094545],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9325168,0.001429433,0.06202006,0.0000375521,0.0001183012,0.0001053452,0.0001999192,0.0005310566,0.003041625],"genre_scores_gemma":[0.9449769,0.0004208386,0.0493868,0.00001629901,0.0000116754,0.00003243244,0.0002902384,0.00003107305,0.004833671],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001002335,"threshold_uncertainty_score":0.003353179,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W622710788","doi":"10.33593/iccp.v6i1.743","title":"TRENDS IN THE USE OF ROLLER COMPACTED CONCRETE PAVEMENTS IN CANADA","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Roller-compacted concrete; Truck; Garbage; Engineering; Overlay; Asphalt pavement; Resource (disambiguation); Civil engineering; Transport engineering; Asphalt; Computer science; Archaeology; Geography","authors":[{"name":"Robert A. Serne","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06507296565686777,"gpt":0.2778977850708008,"spread":0.2128248194139331,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001259161,0.0004316435,0.0002582543,0.005120013,0.002495358,0.00329282,0.001646796,0.0006883184,0.004207811],"category_scores_gemma":[0.002192797,0.0003058022,0.000351175,0.009678472,0.001703095,0.001026951,0.001026958,0.001146527,0.0005444185],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.05467954,"about_ca_system_score_gemma":0.07044198,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9825583,"about_ca_topic_score_gemma":0.9930128,"domain_scores_codex":[0.9964373,0.0001187991,0.0001500198,0.0003968691,0.00225297,0.0006440256],"domain_scores_gemma":[0.9920967,0.0003248176,0.0007149589,0.00008255849,0.005826689,0.0009543833],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0004832249,0.0002806761,0.1851623,0.002384137,0.00009096599,0.001558808,0.006468928,0.003514404,0.0184539,0.03364064,0.02915377,0.7188082],"study_design_scores_gemma":[0.00001361183,0.0002259298,0.4480594,0.001062123,0.00007233564,0.001161605,0.008727515,0.001604767,0.007125823,0.0007160662,0.5310987,0.0001319631],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6429826,0.148303,0.005955342,0.02196415,0.0005821593,0.0002669636,0.00758643,0.0005842653,0.1717753],"genre_scores_gemma":[0.8534968,0.0997062,0.009300089,0.002136668,0.0000653311,0.00004796251,0.0025208,0.0001387561,0.03258735],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05467954,"threshold_uncertainty_score":0.3967296,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W587820557","doi":"10.33593/iccp.v8i1.566","title":"Fifteen Years Performance of a Concrete Pavement Rehabilitation Project in Canada","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Rehabilitation; Forensic engineering; Driver rehabilitation; Engineering; Physical therapy; Medicine","authors":[{"name":"Tom Kazmierowski","is_ca":false},{"name":"Susanne Chan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01802697447771769,"gpt":0.2542420998513897,"spread":0.236215125373672,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007436423,0.00062825,0.0003658326,0.0006206952,0.003409307,0.0006696198,0.0008477859,0.0004803265,0.0008945211],"category_scores_gemma":[0.0007714546,0.0002763828,0.0002882905,0.000865597,0.0008726182,0.0002529689,0.0007585251,0.0004061272,0.0003740292],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0177555,"about_ca_system_score_gemma":0.02144038,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9487578,"about_ca_topic_score_gemma":0.9852142,"domain_scores_codex":[0.9987872,0.00008038792,0.00002862146,0.0001496854,0.0005128942,0.0004411888],"domain_scores_gemma":[0.9988968,0.00001928475,0.00005954454,0.00003241644,0.0005918874,0.0003999925],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.002700585,0.007948079,0.6896589,0.000442538,0.0002945685,0.004070272,0.03097854,0.009437312,0.06934951,0.000942149,0.006119159,0.1780583],"study_design_scores_gemma":[0.00004205548,0.003112094,0.9700944,0.00003378754,0.00004955815,0.0001505726,0.007633271,0.00165915,0.007504848,0.00005559774,0.00961675,0.00004806053],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980131,0.00005293092,0.00008885955,0.00003217043,0.000002645141,0.00009161601,0.0001814713,0.00001322948,0.001523882],"genre_scores_gemma":[0.9903797,0.0001278783,0.0004584231,0.00004192675,0.000001660945,0.00004245545,0.0007552316,0.00000690114,0.008185829],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05124223,"threshold_uncertainty_score":0.1288258,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W640920949","doi":"10.33593/iccp.v10i1.441","title":"The Search for the Best Concrete Surface Texture Relative to Noise and Skid Resistance in Québec","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Smart Materials for Construction","field":"Environmental Science","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":"Skid (aerodynamics); Resistance (ecology); Noise (video); Forensic engineering; Geotechnical engineering; Surface finish; Materials science; Geology; Environmental science; Composite material; Engineering; Computer science; Artificial intelligence","authors":[{"name":"Julie Roby","is_ca":false},{"name":"Marina Beaudoin","is_ca":false},{"name":"D Thébeau","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01897420133877102,"gpt":0.2721150829298757,"spread":0.2531408815911046,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006478903,0.0003433615,0.0003188213,0.001149021,0.001882487,0.001174158,0.0008009856,0.0004505451,0.00353679],"category_scores_gemma":[0.001283574,0.0001980195,0.0002604448,0.00183655,0.0009787375,0.0003894819,0.0003033136,0.0003869316,0.0002873917],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02636319,"about_ca_system_score_gemma":0.009394853,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9946421,"about_ca_topic_score_gemma":0.9978181,"domain_scores_codex":[0.9994123,0.00006320374,0.00002054351,0.0001537008,0.0001862278,0.0001641203],"domain_scores_gemma":[0.9984749,0.0001664641,0.0001790355,0.00004339946,0.000911233,0.0002249267],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0005146547,0.0003690932,0.9288977,0.0001027465,0.0001606961,0.0005780977,0.002260729,0.004622173,0.02100568,0.0008487152,0.003650697,0.03698898],"study_design_scores_gemma":[0.00001077557,0.00007852363,0.9931565,0.00001360062,0.00001994418,0.0000401757,0.001082011,0.003032878,0.0009464201,0.00002599949,0.001573914,0.00001929372],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9949327,0.0002052064,0.000448461,0.0001435099,0.000006094299,0.00002911234,0.0007888407,0.0000242495,0.003421888],"genre_scores_gemma":[0.9971687,0.00006995452,0.0002487335,0.00003439089,0.000001452061,0.000006577234,0.0003049331,0.000009867413,0.002155398],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02636319,"threshold_uncertainty_score":0.1912792,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W654847895","doi":"10.33593/iccp.v8i1.548","title":"Dedicated Pavement Type Networks Based On a Probabilistic Life-Cycle Cost Analysis","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Truck; Probabilistic logic; Christian ministry; Transport engineering; CLARITY; Computer science; Dominance (genetics); Operations research; Engineering; Artificial intelligence","authors":[{"name":"Bertrand Cormier","is_ca":false},{"name":"Denis Thébeau","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02622785861896532,"gpt":0.2766352003947025,"spread":0.2504073417757372,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001427015,0.0009162381,0.000667311,0.002933652,0.0004869498,0.001068569,0.001014591,0.0003619581,0.004427792],"category_scores_gemma":[0.005561253,0.0005206714,0.001048394,0.002349697,0.000369713,0.001546222,0.0006444557,0.0005090832,0.000261289],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003103507,"about_ca_system_score_gemma":0.001848224,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03724227,"about_ca_topic_score_gemma":0.04428326,"domain_scores_codex":[0.9986789,0.0003829678,0.00004935588,0.0002364212,0.0005425984,0.0001097292],"domain_scores_gemma":[0.9981001,0.0008953324,0.0001709049,0.0002119979,0.0005770258,0.00004461319],"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":[0.00004028573,0.00002496993,0.002280751,0.00002825314,0.00003794486,0.00002767169,0.00002379546,0.9665364,0.000980527,0.005341611,0.0003050717,0.02437276],"study_design_scores_gemma":[0.000004674274,0.0000515861,0.002664532,0.000008226609,0.00003688423,0.00003628944,0.00002148965,0.9914603,0.001023885,0.003309723,0.001368824,0.00001352848],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.242335,0.0002547094,0.7391382,0.00005596744,0.00002080005,0.0005636161,0.001636291,0.0003670919,0.01562817],"genre_scores_gemma":[0.8306153,0.0002303063,0.1634388,0.00001727549,0.00001150902,0.0005838403,0.001827393,0.00009695449,0.003178665],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.03724227,"threshold_uncertainty_score":0.07405096,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W643059890","doi":"10.33593/iccp.v10i1.395","title":"Expansion of the Concrete Pavement Network in Quebec with the Update of the Departmental Policy on Pavement Selection Type","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Selection (genetic algorithm); Civil engineering; Engineering; Geotechnical engineering; Transport engineering; Geology; Forensic engineering; Computer science; Artificial intelligence","authors":[{"name":"D Thébeau","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01613426661216541,"gpt":0.2628435769800211,"spread":0.2467093103678557,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002773275,0.0004744982,0.0003780588,0.002504657,0.002125813,0.002526215,0.001541225,0.0005677257,0.005796263],"category_scores_gemma":[0.003300179,0.0003451043,0.000711996,0.003407849,0.001106927,0.0008082796,0.0007344808,0.0007516952,0.0003856397],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.05750209,"about_ca_system_score_gemma":0.08228149,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9852296,"about_ca_topic_score_gemma":0.9900434,"domain_scores_codex":[0.9970877,0.0002952464,0.00009258385,0.000461129,0.00144014,0.0006232266],"domain_scores_gemma":[0.9947619,0.0004553267,0.0003034201,0.0002683107,0.00372764,0.0004834786],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0007863609,0.0003272352,0.236824,0.0008422955,0.0001966373,0.001609564,0.002695541,0.1972564,0.02450492,0.04929354,0.06559835,0.4200652],"study_design_scores_gemma":[0.0001211669,0.0004097368,0.5540807,0.0004895906,0.0001604549,0.0002661136,0.00258699,0.07024412,0.008498013,0.00278466,0.3601468,0.0002117122],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.7681873,0.002945991,0.03146996,0.004888598,0.0002581829,0.001600521,0.01793801,0.001031458,0.1716801],"genre_scores_gemma":[0.9176555,0.001076074,0.02800306,0.0005381937,0.00002238162,0.0003774498,0.005402628,0.00009338947,0.04683127],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.05750209,"threshold_uncertainty_score":0.4172089,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W364718910","doi":"10.33593/iccp.v1i1.1178","title":"CONCRETE PAVEMENT DESIGN FOR CANADIAN AIRFIELDS","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","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":"Engineering; Civil engineering; Transport engineering; Forensic engineering; Construction engineering; Architectural engineering","authors":[{"name":"G H Argue","is_ca":false},{"name":"B B Denyes","is_ca":false},{"name":"G Y Sebastyan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02490999042745472,"gpt":0.2525342828374941,"spread":0.2276242924100393,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003828674,0.0009783715,0.0002241422,0.001661549,0.001993388,0.001345227,0.001047697,0.0006142819,0.01643805],"category_scores_gemma":[0.0006871065,0.0003589273,0.0004794969,0.001652453,0.0005453117,0.0005108131,0.0006103546,0.0004526139,0.002322357],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0087419,"about_ca_system_score_gemma":0.01602965,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.677896,"about_ca_topic_score_gemma":0.8563966,"domain_scores_codex":[0.9991693,0.00005351606,0.00002380924,0.00006058788,0.0005825593,0.0001101774],"domain_scores_gemma":[0.9996976,0.00001323762,0.00001153804,0.0000118898,0.0002340256,0.00003167706],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0002128479,0.00006994169,0.002970371,0.001240916,0.00002285781,0.0007031538,0.0007993318,0.195216,0.08081421,0.112391,0.08167674,0.5238826],"study_design_scores_gemma":[0.00003563815,0.0001774154,0.009914941,0.0003684522,0.00005011389,0.0006704211,0.0005969643,0.05100109,0.02299109,0.008899863,0.9051637,0.0001303565],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"methods","genre_scores_codex":[0.08177397,0.01470575,0.3306599,0.001811918,0.001000234,0.0008881059,0.004435796,0.002926971,0.5617973],"genre_scores_gemma":[0.4872125,0.01572668,0.2217571,0.0003028359,0.0001150805,0.0004325865,0.00296164,0.0005806312,0.2709109],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.322104,"threshold_uncertainty_score":0.6480018,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W590537548","doi":"10.33593/iccp.v9i1.517","title":"Revised Dowel Bar Tolerances for Ontario Concrete Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Dowel; Bar (unit); Structural engineering; Engineering; Forensic engineering; Geotechnical engineering; Geology","authors":[{"name":"Becca Lane","is_ca":false},{"name":"Tom Kazmierowski","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03257948000630665,"gpt":0.2782636710731447,"spread":0.2456841910668381,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002344401,0.001109684,0.000506467,0.003000871,0.001310948,0.001297733,0.002849942,0.0005672941,0.005288639],"category_scores_gemma":[0.006501358,0.0006667878,0.0005125238,0.002423754,0.000889907,0.000848221,0.000954468,0.0006692978,0.00170713],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.007917615,"about_ca_system_score_gemma":0.008273163,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.3858644,"about_ca_topic_score_gemma":0.635888,"domain_scores_codex":[0.9915754,0.0003583288,0.0005949709,0.0004686606,0.006527682,0.0004750034],"domain_scores_gemma":[0.9876819,0.0004818479,0.001290146,0.0008344082,0.009429889,0.0002817333],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.001573199,0.0003305299,0.1285218,0.001581311,0.00009652023,0.001345905,0.003069035,0.09137896,0.3507212,0.01057336,0.03052317,0.3802851],"study_design_scores_gemma":[0.0001171915,0.001349311,0.5429091,0.0003655564,0.0001581859,0.001294868,0.003398755,0.0399379,0.1844904,0.001723316,0.2236956,0.0005597821],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.8063766,0.00196362,0.1007584,0.0004148074,0.0003303738,0.000884623,0.01285682,0.002344727,0.07407009],"genre_scores_gemma":[0.8596682,0.0009534962,0.1072516,0.00006583244,0.00001760049,0.0002776313,0.006159476,0.0004160663,0.02519001],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6141356,"threshold_uncertainty_score":0.7672369,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W650887421","doi":"10.33593/iccp.v9i1.512","title":"Moving Towards An Environmentally Sustainable Concrete Pavement Using Recycled Concrete Aggregate","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Waterloo","funders":"Cement Association of Canada","keywords":"Aggregate (composite); Slab; Environmental science; Plucking; Shrinkage; Gradation; Economic shortage; Civil engineering; Geotechnical engineering; Structural engineering; Engineering; Computer science; Materials science; Composite material; Geology","authors":[{"name":"James T. Smith","is_ca":true},{"name":"Susan Tighe","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02030743055399762,"gpt":0.256280257045416,"spread":0.2359728264914183,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006052511,0.0003624185,0.00021825,0.0006354671,0.0004072042,0.0009374204,0.0006683259,0.0005044922,0.001713877],"category_scores_gemma":[0.0004155423,0.0001522551,0.0004447582,0.0006721193,0.0004421424,0.000827244,0.0004367528,0.0005105832,0.0008830716],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001199038,"about_ca_system_score_gemma":0.001595017,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01572867,"about_ca_topic_score_gemma":0.06889863,"domain_scores_codex":[0.9995097,0.00006126543,0.00001953187,0.00007258962,0.0002668174,0.00007008539],"domain_scores_gemma":[0.9996902,0.00002071598,0.00005099337,0.00004794498,0.000135587,0.00005460199],"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":[0.0001644919,0.0002602366,0.007393405,0.0003678716,0.00005398538,0.0003617544,0.000232156,0.01684528,0.8958107,0.001946943,0.0005695305,0.0759936],"study_design_scores_gemma":[0.00005124263,0.002587002,0.04626482,0.0001425038,0.0001417556,0.0008469413,0.0007226132,0.02269595,0.8821149,0.001811394,0.04253866,0.00008217063],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9342224,0.001317567,0.05178177,0.0003458692,0.00005311628,0.0001459344,0.0001639755,0.0007354025,0.01123397],"genre_scores_gemma":[0.9573721,0.0006979647,0.03710802,0.00004852914,0.0000051159,0.00001568633,0.0001234567,0.00004588336,0.004583225],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01572867,"threshold_uncertainty_score":0.03127426,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W635653277","doi":"10.33593/iccp.v10i1.404","title":"Field and Laboratory Performance of Cementitious Partial Depth Repair Materials in Cold Climates","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Concrete and Cement Materials Research","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":"Cementitious; Field (mathematics); Cold climate; Geotechnical engineering; Environmental science; Forensic engineering; Geology; Materials science; Engineering; Composite material; Cement; Climatology; Mathematics","authors":[{"name":"Haithem Soliman","is_ca":false},{"name":"Ahmed Shalaby","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01771650477289552,"gpt":0.2642062461352087,"spread":0.2464897413623132,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001801985,0.0009986497,0.0006668589,0.0009749212,0.0006604824,0.0003693279,0.0006739409,0.0006882177,0.0007908612],"category_scores_gemma":[0.001450699,0.0003351858,0.0007635728,0.0006389965,0.0006516119,0.0003188268,0.0004971348,0.0004020093,0.0002240439],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008622544,"about_ca_system_score_gemma":0.0004721675,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009976296,"about_ca_topic_score_gemma":0.02016378,"domain_scores_codex":[0.9987708,0.0003031315,0.0001200481,0.0002623449,0.0003976912,0.0001460898],"domain_scores_gemma":[0.9976173,0.0004638777,0.0004913908,0.0001988653,0.001021439,0.0002071259],"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":[0.001666228,0.001194939,0.007747363,0.0003521844,0.00005991579,0.0001155017,0.000312735,0.003325802,0.9791985,0.00004965706,0.0000861048,0.005891203],"study_design_scores_gemma":[0.00006922149,0.03702286,0.03362207,0.00002496869,0.0001625861,0.0001153925,0.0003274936,0.001420382,0.9264619,0.00003042829,0.0007064067,0.00003622386],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988075,0.0002330268,0.0005120425,0.000008061153,0.000009241533,0.00006839355,0.0001313044,0.00001464106,0.000215765],"genre_scores_gemma":[0.9944285,0.000384066,0.003490767,0.00001794943,0.00001206698,0.00006483254,0.0003194942,0.00001325454,0.001269051],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009976296,"threshold_uncertainty_score":0.01983649,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W603144386","doi":"10.33593/iccp.v10i1.403","title":"Alberta Transportation’s First Concrete Pavement Preservation and Rehabilitation Project","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Rehabilitation; Transport engineering; Engineering; Civil engineering; Forensic engineering; Medicine; Physical therapy","authors":[{"name":"Márta Juhász","is_ca":false},{"name":"Jim Gavin","is_ca":false},{"name":"Mike Gerlinsky","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02220823314451236,"gpt":0.2692735165444811,"spread":0.2470652833999687,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002228642,0.0006979912,0.0002911707,0.001232409,0.00373048,0.001946,0.001153431,0.0006541742,0.006310264],"category_scores_gemma":[0.001276453,0.0003704804,0.0003861801,0.001038128,0.001263819,0.0004658021,0.001030394,0.001087151,0.001354469],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01844312,"about_ca_system_score_gemma":0.05152307,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.8208575,"about_ca_topic_score_gemma":0.9475462,"domain_scores_codex":[0.9960881,0.0002107789,0.00003086146,0.0001816869,0.003036066,0.0004525173],"domain_scores_gemma":[0.9981954,0.00006219203,0.00004598724,0.00008325467,0.001222558,0.000390768],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001449635,0.002810437,0.02717912,0.0004169044,0.00009036479,0.001266193,0.002690827,0.02361688,0.1142079,0.02115437,0.1866409,0.6184765],"study_design_scores_gemma":[0.0002279888,0.002645172,0.1076323,0.0002105171,0.0001679327,0.0004698599,0.005140384,0.01656652,0.1181057,0.002385355,0.7462187,0.0002294496],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5104397,0.001932371,0.04616997,0.004361178,0.0005230946,0.002702101,0.00846802,0.003875695,0.4215279],"genre_scores_gemma":[0.5836464,0.001752424,0.0940709,0.0008056078,0.00004516831,0.0006270338,0.009642453,0.0005276907,0.3088823],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1791425,"threshold_uncertainty_score":0.360395,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406069993","doi":"10.33593/iccp.v4i1.957","title":"SIX YEARS EXPERIENCE WITH EXPERIMENIAL CONCRETE PAVEMENT SECTIONS IN ONTARIO","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Serviceability (structure); Drainage; Geotechnical engineering; Skid (aerodynamics); Christian ministry; Civil engineering; Engineering; Surface finish; Structural engineering; Mechanical engineering","authors":[{"name":"T Kazmierowski","is_ca":false},{"name":"G A Wrong","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02832255953877116,"gpt":0.2702486197873666,"spread":0.2419260602485955,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00177695,0.0006795899,0.0002884683,0.0006339364,0.002815921,0.0004140897,0.000844374,0.0004572763,0.001533626],"category_scores_gemma":[0.002772112,0.0004250545,0.0003615937,0.0008066319,0.001225347,0.0003810663,0.0007603246,0.0003033167,0.0007211826],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00689907,"about_ca_system_score_gemma":0.004150729,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.4307469,"about_ca_topic_score_gemma":0.8033571,"domain_scores_codex":[0.9981101,0.0003368698,0.00008519928,0.0003793917,0.0006448305,0.0004436973],"domain_scores_gemma":[0.997752,0.0003876744,0.000214606,0.0002515323,0.0009850952,0.0004090928],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001551004,0.003918315,0.4511954,0.0005359769,0.00009206852,0.003476889,0.07553502,0.00721352,0.210301,0.0006602347,0.001732832,0.2437878],"study_design_scores_gemma":[0.00006077279,0.0108958,0.8232006,0.00006429521,0.0001023521,0.001078694,0.0172503,0.003327871,0.09818376,0.000284774,0.04545239,0.00009834761],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9958961,0.00008593326,0.0007817395,0.00003453534,0.000003530687,0.0001071113,0.0001018673,0.00002563843,0.002963541],"genre_scores_gemma":[0.9802845,0.0003053473,0.00470894,0.00004107054,0.000006528292,0.00005993088,0.0005397218,0.00002110907,0.01403296],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5692531,"threshold_uncertainty_score":0.8564793,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W595271297","doi":"10.33593/iccp.v10i1.445","title":"Quebec Contractor Experience with Unbonded Concrete Overlays","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"BIM and Construction Integration","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":"Overlay; Forensic engineering; Civil engineering; Engineering; Computer science","authors":[{"name":"Jean-Pierre Turgeon","is_ca":false},{"name":"Pierre-Louis Maillard","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01374724149265751,"gpt":0.2357775977118138,"spread":0.2220303562191563,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00254403,0.0005263072,0.000237006,0.0006447207,0.00639169,0.002050707,0.001544198,0.0009368571,0.01840408],"category_scores_gemma":[0.002990313,0.0003464853,0.0002851637,0.001164088,0.001440946,0.0009860703,0.001725295,0.001027131,0.001575468],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02137048,"about_ca_system_score_gemma":0.02107836,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9370818,"about_ca_topic_score_gemma":0.9816431,"domain_scores_codex":[0.9972746,0.0004532222,0.00005045272,0.0002837629,0.001127836,0.0008101944],"domain_scores_gemma":[0.996866,0.0002453669,0.000129804,0.0001985608,0.001635002,0.0009251892],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001551223,0.004717214,0.1960369,0.0003879784,0.0001483763,0.009274351,0.09602464,0.009930921,0.03203449,0.01448493,0.1333402,0.5020688],"study_design_scores_gemma":[0.0001503673,0.003372456,0.202252,0.0001832409,0.00006225338,0.001734577,0.0717274,0.004690267,0.005583008,0.0003508443,0.7097509,0.0001427449],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9094493,0.0006217636,0.001616176,0.002093553,0.0001004787,0.0002497252,0.0007895416,0.0001770236,0.08490244],"genre_scores_gemma":[0.8970926,0.0006134578,0.002348616,0.0003520391,0.00001870465,0.00006664616,0.0007078092,0.00008539877,0.09871475],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06291825,"threshold_uncertainty_score":0.1550545,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W573930041","doi":"10.33593/iccp.v9i1.523","title":"Use of Glass FRP Reinforcing Bars instead of Steel Bars in CRCP in Quebec","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Structural Behavior of Reinforced Concrete","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":"Fibre-reinforced plastic; Reinforcement; Slab; Corrosion; Reinforced concrete; Service life; Galvanization; Structural engineering; Glass fiber; Materials science; Forensic engineering; Composite material; Engineering; Layer (electronics)","authors":[{"name":"D Thébeau","is_ca":false},{"name":"M. S. Eisa","is_ca":false},{"name":"Brahim Benmokrane","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03233498061565861,"gpt":0.260244133674134,"spread":0.2279091530584754,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004131038,0.0002563831,0.0001429445,0.0004402041,0.001818179,0.0007006283,0.0007503379,0.0003299554,0.002921899],"category_scores_gemma":[0.0005936841,0.0002371184,0.0001811047,0.0006409172,0.0007822146,0.0002776389,0.0003057127,0.0003176741,0.000272942],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01347773,"about_ca_system_score_gemma":0.01350152,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.964055,"about_ca_topic_score_gemma":0.9912156,"domain_scores_codex":[0.9994655,0.00006876303,0.000009232666,0.0001404389,0.0001990049,0.0001170994],"domain_scores_gemma":[0.9994167,0.00004837377,0.00004894239,0.00004025573,0.0003437695,0.0001020213],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001011995,0.0007972321,0.2344809,0.000473499,0.0001230863,0.004015226,0.004962779,0.0429433,0.2931092,0.01122499,0.006755989,0.4001019],"study_design_scores_gemma":[0.000128463,0.00219373,0.7938118,0.0001570953,0.0001224568,0.0009930452,0.004350484,0.03065762,0.06948543,0.0004626887,0.09747755,0.0001595861],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.97482,0.0002454182,0.004378329,0.0001999714,0.00001302158,0.0001533869,0.0003941369,0.0001571227,0.01963866],"genre_scores_gemma":[0.9799924,0.0001695311,0.006646239,0.00003968183,0.000001619506,0.00003210846,0.0002002607,0.00002167507,0.01289647],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.035945,"threshold_uncertainty_score":0.09778821,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406697348","doi":"10.33593/iccp.v11i1.340","title":"Spragues Road Rehabilitation with an Unbonded Concrete Overlay Region of Waterloo, Ontario, Canada.","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Regional Municipality of Waterloo; University of Waterloo","funders":"University of Waterloo; Cement Association of Canada","keywords":"Overlay; Rehabilitation; Driver rehabilitation; Transport engineering; Forensic engineering; Civil engineering; Engineering; Computer science; Psychology","authors":[{"name":"Eric Saunderson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01683094305908195,"gpt":0.2391316883521798,"spread":0.2223007452930978,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002327219,0.0004542845,0.0002023614,0.0005332957,0.003718019,0.000849412,0.0006617337,0.000250885,0.009532259],"category_scores_gemma":[0.0004208401,0.0002919649,0.000307045,0.0007724329,0.0007264612,0.0002493262,0.0006796346,0.0003021991,0.001251842],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02121787,"about_ca_system_score_gemma":0.04971923,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9765481,"about_ca_topic_score_gemma":0.9970732,"domain_scores_codex":[0.9994972,0.00002991256,0.000008950478,0.00008279565,0.0002351771,0.0001459898],"domain_scores_gemma":[0.9995282,0.00001519708,0.00003306092,0.00002462682,0.000255018,0.0001440442],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001307351,0.001219792,0.3404677,0.0009179873,0.0001625901,0.003025305,0.01096064,0.0101387,0.1221064,0.006792808,0.05759838,0.4453024],"study_design_scores_gemma":[0.00009884617,0.001046042,0.7620903,0.0001638289,0.00007901655,0.0006332399,0.01056056,0.004297303,0.01434943,0.0005490899,0.2060611,0.00007137325],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8995339,0.0006022097,0.003558986,0.0007023863,0.00005530357,0.001000952,0.003674563,0.0002769766,0.09059472],"genre_scores_gemma":[0.8193843,0.0005551121,0.009615836,0.0001424995,0.00000811602,0.0002152521,0.00214142,0.00007498611,0.1678625],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02345186,"threshold_uncertainty_score":0.1539471,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W296857462","doi":"10.33593/iccp.v10i1.363","title":"Performance of Pervious Concrete Pavement in Freeze-Thaw Conditions and With Winter Maintenance","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Ecology and Conservation Studies","field":"Agricultural and Biological 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":"Pervious concrete; Geotechnical engineering; Environmental science; Engineering; Materials science; Composite material","authors":[{"name":"Vimy Henderson","is_ca":false},{"name":"Susan Tighe","is_ca":false},{"name":"Jacques Bertrand","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02299212023249114,"gpt":0.2390068887148426,"spread":0.2160147684823515,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003229047,0.0003705464,0.0003383452,0.0001912932,0.0004063768,0.000367977,0.0002868817,0.0003324594,0.000958853],"category_scores_gemma":[0.0006768574,0.0002022013,0.0002709564,0.0001410673,0.000394594,0.0002702825,0.000347153,0.0003682965,0.0001612623],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006022003,"about_ca_system_score_gemma":0.0004110801,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01245439,"about_ca_topic_score_gemma":0.02661671,"domain_scores_codex":[0.9996536,0.00004275678,0.00001707021,0.00007746943,0.0001373573,0.00007170918],"domain_scores_gemma":[0.9995992,0.00007483317,0.0001016658,0.00004199326,0.0001184112,0.00006389811],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0004994349,0.00009329332,0.01604812,0.00005945986,0.0000349908,0.0001688393,0.0005624073,0.0007793072,0.9773907,0.00002470142,0.00003513904,0.004303667],"study_design_scores_gemma":[0.000009945374,0.003675818,0.1296313,0.00001123459,0.00005970811,0.0003789949,0.0006669671,0.001324351,0.863386,0.00006145505,0.0007720413,0.00002211955],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.99955,0.00008559695,0.0001831108,0.000004363631,0.00000225083,0.00000574791,0.00002691119,0.00000571585,0.0001362026],"genre_scores_gemma":[0.9989648,0.00006089142,0.0002740918,0.000008298613,0.000001504794,0.000005114457,0.00008845264,0.000005606963,0.0005912602],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01245439,"threshold_uncertainty_score":0.02476382,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406709081","doi":"10.33593/iccp.v11i1.309","title":"Using Precast Concrete Inlay Panels for Rut Repair on High Volume Flexible Pavements","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Innovative concrete reinforcement materials","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":"Precast concrete; Inlay; Rut; Volume (thermodynamics); Structural engineering; Engineering; Geotechnical engineering; Forensic engineering; Civil engineering; Materials science; Composite material; Asphalt","authors":[{"name":"Daniel Pickel","is_ca":false},{"name":"Susan Tighe","is_ca":false},{"name":"Rico Fung","is_ca":false},{"name":"Stephen Lee","is_ca":false},{"name":"Peter Smith","is_ca":false},{"name":"Tom Kazmierowski","is_ca":false},{"name":"Mark B. Snyder","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06076254720143914,"gpt":0.3010217652697403,"spread":0.2402592180683011,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003513416,0.0004445075,0.0002687976,0.00085113,0.0004366866,0.0004968956,0.0007379923,0.0003395721,0.001173698],"category_scores_gemma":[0.0005056117,0.0002617687,0.0003436039,0.0003860597,0.0003913312,0.00035652,0.0004198078,0.0002823265,0.0004033566],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004856157,"about_ca_system_score_gemma":0.0007249232,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01132169,"about_ca_topic_score_gemma":0.04851879,"domain_scores_codex":[0.9995015,0.00004398387,0.00001871463,0.00006604769,0.0002575179,0.0001123163],"domain_scores_gemma":[0.9995669,0.00005494951,0.0001111114,0.00008530606,0.0001101751,0.00007156093],"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":[0.0003691812,0.0003411197,0.0139514,0.000240748,0.00004028882,0.001099475,0.0004258687,0.02653929,0.8547613,0.0001747382,0.0003908951,0.1016657],"study_design_scores_gemma":[0.00003421979,0.004483132,0.1202766,0.00007634683,0.0001239529,0.001450977,0.0008769074,0.022907,0.8418666,0.0001673613,0.007635962,0.0001009415],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9849796,0.0001592811,0.01241197,0.00001396489,0.00001604182,0.00008636183,0.00009794714,0.0002371561,0.001997691],"genre_scores_gemma":[0.9869462,0.0001262877,0.01150311,0.000007561431,0.000002512503,0.0000122482,0.00009807263,0.0000246966,0.001279361],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01132169,"threshold_uncertainty_score":0.0225116,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W157987382","doi":"10.33593/iccp.v7i1.233","title":"THE NEW CONCRETE PAVEMENT MAINTENANCE AND REHABILITATION GUIDE FOR QUEBEC: A COMPREHENSIVE APPROACH","year":2001,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Rehabilitation; Driver rehabilitation; Forensic engineering; Engineering; Medicine; Physical therapy","authors":[{"name":"D Thébeau","is_ca":false},{"name":"Bertrand Cormier","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03035955857633909,"gpt":0.276410192121636,"spread":0.2460506335452969,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001597442,0.001907889,0.0009420172,0.005692419,0.002093126,0.002647663,0.003056637,0.002549577,0.03475812],"category_scores_gemma":[0.003414972,0.001088273,0.0006743782,0.005344505,0.0007542536,0.001671833,0.001008803,0.001434272,0.01287455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02438853,"about_ca_system_score_gemma":0.04202649,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9229581,"about_ca_topic_score_gemma":0.9624023,"domain_scores_codex":[0.9988198,0.0001063445,0.00008003972,0.00007212239,0.0007665997,0.0001551109],"domain_scores_gemma":[0.9960724,0.0002847003,0.0001490623,0.0001302466,0.003092594,0.0002710731],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00004238744,0.0001753931,0.00212292,0.0005217402,0.00001318174,0.0002792505,0.0003161906,0.009167307,0.002072994,0.003372605,0.7466194,0.2352965],"study_design_scores_gemma":[0.00002683895,0.00004500649,0.009306625,0.0004514274,0.000009931578,0.0001600143,0.000318497,0.00369233,0.0004557562,0.0007323952,0.9847232,0.000077911],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.03097841,0.0380751,0.2405891,0.02515952,0.002793427,0.01296276,0.2131496,0.0281776,0.4081143],"genre_scores_gemma":[0.04351985,0.02232771,0.3341326,0.004342035,0.0004201475,0.003750857,0.08841281,0.001920951,0.5011731],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.07704186,"threshold_uncertainty_score":0.176952,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W605112544","doi":"10.33593/iccp.v9i1.454","title":"Design and Construction of a Pervious Concrete Pavement in Ontario, Canada","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Urban Stormwater Management Solutions","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"University of Waterloo; Cement Association of Canada","keywords":"Pervious concrete; Subgrade; Civil engineering; Geotechnical engineering; Christian ministry; Engineering; Pavement engineering; Environmental science; Cement; Asphalt","authors":[{"name":"C Raymond","is_ca":false},{"name":"Becca Lane","is_ca":false},{"name":"Maria Bianchin","is_ca":false},{"name":"Stephen Senior","is_ca":false},{"name":"M Titherington","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02102389220758901,"gpt":0.2156258628025982,"spread":0.1946019705950092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003430058,0.0004739594,0.000222867,0.001014021,0.004127566,0.001219052,0.0009194341,0.0005290111,0.004367932],"category_scores_gemma":[0.0004766269,0.0005100481,0.0003937728,0.001363908,0.001209911,0.000271818,0.0007052204,0.0003714545,0.0008438496],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02877161,"about_ca_system_score_gemma":0.04486972,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9610578,"about_ca_topic_score_gemma":0.9885844,"domain_scores_codex":[0.9991356,0.00004640645,0.00001973232,0.0001178116,0.0004766395,0.0002038016],"domain_scores_gemma":[0.999519,0.00001991844,0.00002753583,0.00002707578,0.0002935179,0.0001130325],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.001347482,0.0009849786,0.1818921,0.001038984,0.00008820874,0.008212809,0.01575182,0.1772494,0.2405986,0.01994134,0.02065336,0.332241],"study_design_scores_gemma":[0.0002124168,0.002308494,0.5870268,0.0002556802,0.0001182002,0.0009452173,0.0167311,0.04850162,0.03555077,0.001483285,0.3066046,0.0002618029],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8862276,0.0004440753,0.01475635,0.0003306617,0.00003499,0.001260627,0.001521647,0.0003231022,0.09510091],"genre_scores_gemma":[0.9196982,0.0004973593,0.02817906,0.00004611021,0.000005327041,0.0002638403,0.0009731964,0.0001001998,0.05023672],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03894216,"threshold_uncertainty_score":0.2087536,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406697304","doi":"10.33593/iccp.v11i1.339","title":"Long Term Evaluation of Unbonded Concrete Overlay Technology: A Municipal Case Study","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"BIM and Construction Integration","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"University of Waterloo","keywords":"Overlay; Term (time); Environmental science; Civil engineering; Forensic engineering; Computer science; Engineering; Geotechnical engineering; Physics","authors":[{"name":"Aleks Kivi","is_ca":false},{"name":"Susan Tighe","is_ca":false},{"name":"Rico Fung","is_ca":false},{"name":"Jozef Grajek","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.039036285185507,"gpt":0.30953787517993,"spread":0.270501589994423,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003212825,0.0005286479,0.0005068654,0.001197582,0.002779792,0.002049882,0.00133467,0.001398734,0.00237981],"category_scores_gemma":[0.007162365,0.0003119754,0.0003037242,0.002145636,0.00152361,0.001058968,0.001454407,0.0007900444,0.0007584406],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.007286028,"about_ca_system_score_gemma":0.003265677,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.05538553,"about_ca_topic_score_gemma":0.2048315,"domain_scores_codex":[0.9970011,0.001021918,0.0001463358,0.0002249761,0.001120155,0.0004854898],"domain_scores_gemma":[0.9950949,0.001013424,0.0004718179,0.0005387373,0.002227294,0.0006539525],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.003488199,0.01536954,0.2765584,0.002368087,0.0002685955,0.04353621,0.1454073,0.08934546,0.07106917,0.01118478,0.007507721,0.3338966],"study_design_scores_gemma":[0.0002437368,0.02911547,0.466255,0.000704136,0.0004402204,0.006969801,0.2838326,0.03940241,0.05192162,0.002716776,0.1180406,0.0003576726],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9939122,0.0001040909,0.0007706054,0.00005819995,0.000004878476,0.0001500425,0.0001307077,0.00002029619,0.004849031],"genre_scores_gemma":[0.9936779,0.0001827827,0.001924031,0.00001124644,0.00000424254,0.00007338332,0.0001576887,0.00001703819,0.003951708],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05538553,"threshold_uncertainty_score":0.1101263,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W594966029","doi":"10.33593/iccp.v9i1.497","title":"CPR Techniques in Canada - 18 Years of Performance Experience","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Infrastructure Maintenance and Monitoring","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":"International Roughness Index; Spall; Portland cement; Forensic engineering; Driver rehabilitation; Cracking; Ride quality; Geotechnical engineering; Environmental science; Engineering; Rehabilitation; Surface finish; Cement; Structural engineering; Materials science; Composite material; Medicine","authors":[{"name":"Tom Kazmierowski","is_ca":false},{"name":"Susanne Chan","is_ca":false},{"name":"L Uzarowski","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01306812567218577,"gpt":0.2360799727398068,"spread":0.2230118470676211,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002310781,0.0007245661,0.0003375645,0.001645546,0.003900958,0.00150064,0.001718565,0.0007064578,0.007969675],"category_scores_gemma":[0.003427991,0.0003898669,0.0004068317,0.002726086,0.001366014,0.0009762411,0.002429347,0.001113822,0.001990373],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01215551,"about_ca_system_score_gemma":0.02760764,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.7200884,"about_ca_topic_score_gemma":0.8753944,"domain_scores_codex":[0.9968042,0.0002257707,0.0001662638,0.0003837845,0.001393754,0.00102627],"domain_scores_gemma":[0.995301,0.0001102501,0.0001794611,0.0001182445,0.002503525,0.001787422],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0004616805,0.003768279,0.2180711,0.0006914036,0.00006345737,0.004182088,0.04876925,0.001219767,0.00639031,0.003198472,0.03640437,0.6767797],"study_design_scores_gemma":[0.00007571405,0.002567612,0.5017875,0.0004309017,0.00004956724,0.005804727,0.02672085,0.0007986788,0.00276608,0.0003502251,0.458539,0.0001090412],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9179081,0.005501914,0.001353215,0.00408938,0.0002336022,0.0004075265,0.001877504,0.0002213434,0.06840743],"genre_scores_gemma":[0.8980271,0.01186399,0.004741494,0.001657975,0.0001508723,0.0001494646,0.0023411,0.0001231013,0.08094484],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2799116,"threshold_uncertainty_score":0.5631201,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W604266463","doi":"10.33593/iccp.v10i1.405","title":"Long Term Performance of Sustainable Concrete Pavement Preservation Strategies in Canada","year":2025,"lang":"en","type":"article","venue":"Proceedings of the International Conference on Concrete Pavements","topic":"Asphalt Pavement Performance Evaluation","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":"Term (time); Environmental science; Forensic engineering; Business; Civil engineering; Engineering","authors":[{"name":"Tom Kazmierowski","is_ca":false},{"name":"Susanne Chan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01935749599921319,"gpt":0.2524517832432765,"spread":0.2330942872440633,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001013244,0.000378718,0.0004371696,0.0008665085,0.001938628,0.0007710426,0.00094355,0.0003396877,0.0007878034],"category_scores_gemma":[0.001760979,0.0001698499,0.0002839378,0.001503851,0.0005886884,0.0004607367,0.000705949,0.0002942841,0.0002698134],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.03139735,"about_ca_system_score_gemma":0.02354835,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9709973,"about_ca_topic_score_gemma":0.9879652,"domain_scores_codex":[0.9984379,0.00009153812,0.0000569719,0.0001698453,0.0008729462,0.0003707075],"domain_scores_gemma":[0.9971324,0.00006435244,0.0001441601,0.00006834405,0.002266939,0.0003237352],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.003729108,0.004314075,0.5265632,0.000666062,0.0005438298,0.001411184,0.008174865,0.0425173,0.1319973,0.001854014,0.005087484,0.2731416],"study_design_scores_gemma":[0.00007468549,0.004945624,0.9262215,0.00005988695,0.0001803357,0.0001597165,0.004814423,0.01088324,0.03971115,0.0001852756,0.01262029,0.0001437533],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997187,0.0002045825,0.0001379697,0.00002711468,0.000002645937,0.00006471168,0.0003566448,0.00001665448,0.002002727],"genre_scores_gemma":[0.9957974,0.0002299031,0.0004885765,0.00001631292,8.74098e-7,0.00002758376,0.0006069364,0.000004933671,0.00282748],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03139735,"threshold_uncertainty_score":0.2278048,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}