{"meta":{"query_hash":"3df0d8ff7a81","filters":{"venue":"Australian Journal of Civil Engineering"},"cohort_total":6,"direct_labels_cover":0,"predictions_cover":6,"exported":6,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/3df0d8ff7a81","api":"https://metacan.xera.ac/api/v1/cohort?venue=Australian+Journal+of+Civil+Engineering"},"results":[{"id":"W1633758418","doi":"10.1080/14488353.2007.11463918","title":"Dynamic response of pedestrian bridges for random crowd-loading","year":2007,"lang":"en","type":"article","venue":"Australian Journal of Civil Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"School of Science, Monash University Malaysia; Monash University; Canadian Institute of Steel Construction","keywords":"Pedestrian; Publicity; Bridge (graph theory); Structural engineering; Response analysis; Closure (psychology); Engineering; Dynamic loading; Variance (accounting); Computer science; Transport engineering; Simulation","score_opus":0.011390126812397304,"score_gpt":0.2498354632429417,"score_spread":0.23844533643054439,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1633758418","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9869599,0.000044497127,0.010903867,0.00003493809,0.000021904625,0.000011087677,0.000036885267,0.00005096549,0.0019360589],"genre_scores_gemma":[0.99919254,0.000013645238,0.00031766415,0.000009079733,0.000002786376,0.000005639795,0.000027714623,0.0000047286694,0.0004261444],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966323,0.00007095138,0.000012135051,0.00006836068,0.00009033392,0.000095033116],"domain_scores_gemma":[0.9994469,0.0002497939,0.00005783234,0.0000472125,0.00012643279,0.00007183356],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00074156706,0.00031078703,0.00040093294,0.00043636598,0.00032378358,0.000412952,0.00022681337,0.00056918105,0.0018234799],"category_scores_gemma":[0.0018596806,0.00019501033,0.00034580036,0.00015078277,0.00039792145,0.00023703651,0.00066322944,0.00025662594,0.0004483468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028601007,0.0003677194,0.023417281,0.00017412067,0.00010858642,0.0013124048,0.0013321863,0.62129194,0.30396453,0.002348888,0.001632231,0.041189983],"study_design_scores_gemma":[0.000045465866,0.0015749376,0.0375944,0.000040515883,0.00004981852,0.00036033202,0.0011377649,0.91872853,0.03763075,0.0015980796,0.0011481454,0.000091196656],"about_ca_topic_score_codex":0.0010327804,"about_ca_topic_score_gemma":0.0008213354,"teacher_disagreement_score":0.0018234799,"about_ca_system_score_codex":0.00025218696,"about_ca_system_score_gemma":0.00018280237,"threshold_uncertainty_score":0.0061001778},"labels":[],"label_agreement":null},{"id":"W2170196258","doi":"10.7158/c12-028.2013.11.1","title":"Repeatability and reproducibility of micro-surfacing mixture design tests and effect of total aggregates surface areas on the test results","year":2013,"lang":"en","type":"article","venue":"Australian Journal of Civil Engineering","topic":"Materials Engineering and Processing","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Reproducibility; Repeatability; Test (biology); Engineering; Forensic engineering; Environmental science; Materials science; Statistics; Mathematics; Geology","score_opus":0.01091444004966171,"score_gpt":0.2072352023615052,"score_spread":0.19632076231184348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2170196258","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":"reproducibility","model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":"reproducibility","domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7926854,0.0009356683,0.19952495,0.000101760284,0.00025145782,0.0012195806,0.00086929806,0.0011713614,0.0032404952],"genre_scores_gemma":[0.84376246,0.00019340748,0.15104991,0.00012858528,0.00006595808,0.0010346903,0.0009211437,0.000317435,0.0025264176],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.97456384,0.007309448,0.003105573,0.0040029157,0.010508282,0.00050997536],"domain_scores_gemma":[0.972064,0.00947509,0.0032132748,0.005990208,0.008961514,0.0002959016],"candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.015593701,0.0011711518,0.00077636953,0.0013588604,0.00058996433,0.00074824726,0.0008239858,0.0008371031,0.0010052257],"category_scores_gemma":[0.025112355,0.0005693275,0.0009548191,0.0009989343,0.0007172942,0.00044487818,0.0010766853,0.0004977382,0.0006144863],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017652015,0.0006804277,0.09925141,0.0004901011,0.0005357879,0.0001894033,0.001375154,0.0039251996,0.79400265,0.00030315382,0.0006900072,0.09679146],"study_design_scores_gemma":[0.00010389754,0.007953936,0.28408805,0.000049726892,0.0005572043,0.0007523152,0.00052667345,0.013806178,0.68544114,0.00045877494,0.0061062723,0.0001558478],"about_ca_topic_score_codex":0.0011536177,"about_ca_topic_score_gemma":0.0034903088,"teacher_disagreement_score":0.9844063,"about_ca_system_score_codex":0.00040313017,"about_ca_system_score_gemma":0.00037540082,"threshold_uncertainty_score":0.08246839},"labels":[],"label_agreement":null},{"id":"W2208689775","doi":"10.1080/14488353.2010.11463954","title":"A case study of a partially pre-stressed multi-storey building incorporating fast-track construction","year":2010,"lang":"en","type":"article","venue":"Australian Journal of Civil Engineering","topic":"Facilities and Workplace Management","field":"Psychology","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of Toronto","keywords":"Building construction; Deflection (physics); Slab; Prefabrication; Track (disk drive); Timeline; Civil engineering; Construction industry; Engineering; Structural engineering; Occupancy; Construction engineering; Mechanical engineering","score_opus":0.026428885423682855,"score_gpt":0.2907201938288848,"score_spread":0.26429130840520193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2208689775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98999447,0.00008937611,0.0034189625,0.00021783207,0.000011445663,0.00014430194,0.00006613085,0.000013956171,0.006043527],"genre_scores_gemma":[0.9871262,0.00018498042,0.007402828,0.00004155228,0.000007622031,0.00006086926,0.00004183902,0.000014264254,0.0051197778],"study_design_codex":"case_report","study_design_gemma":"case_report","domain_scores_codex":[0.9985831,0.00071697886,0.00004435201,0.00011944499,0.00028507705,0.00025106836],"domain_scores_gemma":[0.99853206,0.00076611293,0.00012702968,0.00010709414,0.00014302092,0.00032462305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010334497,0.0004580406,0.00038890663,0.0007046618,0.0046643456,0.0014752172,0.0016935985,0.0022323085,0.004040583],"category_scores_gemma":[0.0019441028,0.0005038307,0.00043917948,0.0010616336,0.0021960929,0.00076296,0.0016652199,0.0010534151,0.00052109954],"study_design_candidate":"case_report","study_design_consensus":"case_report","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013615745,0.005817238,0.12655334,0.0021137528,0.00019369915,0.29512075,0.2651823,0.07726,0.046721593,0.030859096,0.007001993,0.14181468],"study_design_scores_gemma":[0.0001983509,0.0074985637,0.19483103,0.0007166653,0.0001630194,0.051119823,0.5545791,0.046710186,0.021709897,0.0057002394,0.11651423,0.0002589053],"about_ca_topic_score_codex":0.019041607,"about_ca_topic_score_gemma":0.08695212,"teacher_disagreement_score":0.019041607,"about_ca_system_score_codex":0.0021158927,"about_ca_system_score_gemma":0.0018367157,"threshold_uncertainty_score":0.037861526},"labels":[],"label_agreement":null},{"id":"W2266960822","doi":"10.1080/14488353.2007.11463926","title":"Consequence modelling based on stated preferences","year":2007,"lang":"en","type":"article","venue":"Australian Journal of Civil Engineering","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Preference; Probabilistic logic; Decision analysis; Operations research; Engineering; Risk analysis (engineering); Decision model; Management science; Computer science; Economics; Business; Artificial intelligence","score_opus":0.12928401599185446,"score_gpt":0.3247356164506295,"score_spread":0.19545160045877502,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2266960822","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03650715,0.0002370434,0.9507639,0.0010636189,0.000038851875,0.00016941439,0.00023716867,0.00011372762,0.010869106],"genre_scores_gemma":[0.85556006,0.00029949145,0.13904801,0.00018280809,0.00008135922,0.0004733187,0.00034947429,0.000032322117,0.0039731264],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.98463887,0.010015362,0.0006434854,0.0011260621,0.0026935244,0.00088278775],"domain_scores_gemma":[0.96100676,0.030931925,0.0022971446,0.0019328204,0.0031029114,0.00072838843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.017085237,0.0012380106,0.0011219382,0.0020442808,0.00088647957,0.004091515,0.002088821,0.0016678189,0.0074408543],"category_scores_gemma":[0.040912814,0.000598446,0.0022957495,0.0015852397,0.0022485317,0.004560337,0.0024004404,0.00281072,0.0005292078],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002003287,0.000101091806,0.0021978745,0.00017632608,0.0001393442,0.00044625904,0.0006187341,0.3592143,0.0005196917,0.60547745,0.0011949488,0.0297136],"study_design_scores_gemma":[0.000039913262,0.00008816711,0.00044333944,0.00005189863,0.000039856208,0.000089028596,0.000094019844,0.61812043,0.00031574274,0.3796319,0.0010565709,0.000029128683],"about_ca_topic_score_codex":0.002423528,"about_ca_topic_score_gemma":0.00224892,"teacher_disagreement_score":0.017085237,"about_ca_system_score_codex":0.002539393,"about_ca_system_score_gemma":0.00149755,"threshold_uncertainty_score":0.09035647},"labels":[],"label_agreement":null},{"id":"W2791092751","doi":"10.1080/14488353.2018.1444333","title":"Condition assessment model for sewer pipelines using fuzzy-based evidential reasoning","year":2018,"lang":"en","type":"article","venue":"Australian Journal of Civil Engineering","topic":"Water Systems and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Qatar National Research Fund","keywords":"Evidential reasoning approach; Pipeline transport; Engineering; Project commissioning; Fuzzy logic; Computer science; Publishing; Civil engineering; Forensic engineering; Artificial intelligence; Decision support system; Environmental engineering; Political science","score_opus":0.02829865822963799,"score_gpt":0.2829821315043384,"score_spread":0.25468347327470037,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2791092751","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033927087,0.00012208382,0.96232146,0.00015901805,0.000019071094,0.000082478364,0.000085200365,0.00016792916,0.003115659],"genre_scores_gemma":[0.9455085,0.00018871242,0.05069083,0.00003643702,0.000019289535,0.00025460526,0.00010238779,0.000016657044,0.0031825416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990396,0.00027300668,0.000053849435,0.0002471635,0.00028402987,0.0001023165],"domain_scores_gemma":[0.99822897,0.0011021622,0.00024597382,0.000038044982,0.00033967316,0.000045227083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023422674,0.0012050472,0.001198622,0.0013237081,0.0007572146,0.0018690518,0.0016937291,0.0020216298,0.0021370018],"category_scores_gemma":[0.0039615026,0.00067249185,0.0014454543,0.00068853097,0.0011377156,0.0018842905,0.00091117877,0.0015325623,0.00029314274],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014183099,0.000010673749,0.00018417934,0.000017011296,0.000009933187,0.000037146947,0.000041072028,0.99447674,0.00038726177,0.0025641504,0.000044356373,0.002213349],"study_design_scores_gemma":[0.0000024868996,0.000009137435,0.00005624965,0.000002044726,0.000004322463,0.0000053513936,0.000004012621,0.99891686,0.00007912381,0.000876323,0.000040640483,0.000003425627],"about_ca_topic_score_codex":0.01936976,"about_ca_topic_score_gemma":0.010067941,"teacher_disagreement_score":0.01936976,"about_ca_system_score_codex":0.0023200822,"about_ca_system_score_gemma":0.0017770233,"threshold_uncertainty_score":0.038514018},"labels":[],"label_agreement":null},{"id":"W4393159895","doi":"10.1080/14488353.2024.2313293","title":"Mechanical properties of on-site manufactured stabilised compressed earth blocks: an experimental investigation and proposed models","year":2024,"lang":"en","type":"article","venue":"Australian Journal of Civil Engineering","topic":"Hygrothermal properties of building materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Hatch (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Engineering; Forensic engineering; Civil engineering","score_opus":0.031635470573898164,"score_gpt":0.22039977940632863,"score_spread":0.18876430883243045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393159895","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98831487,0.0005513843,0.008043061,0.000044590444,0.000026362837,0.000098790566,0.00045449316,0.0000628688,0.0024035238],"genre_scores_gemma":[0.9934343,0.0004694262,0.0042305086,0.000007494491,0.0000042966253,0.000065292435,0.0002801261,0.000008244719,0.0015003005],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958056,0.000047796286,0.000026812053,0.000074362164,0.00023292661,0.000037457175],"domain_scores_gemma":[0.9995534,0.00016704712,0.00010145137,0.000048803427,0.000111821726,0.000017531072],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008797718,0.0005626217,0.00030761986,0.000801556,0.00017002669,0.00042229367,0.00084301137,0.00078344665,0.0024243514],"category_scores_gemma":[0.00076147786,0.00024959302,0.00054956274,0.000584434,0.000595667,0.0005402142,0.00027605076,0.0004966055,0.0005478948],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009219552,0.00078108,0.009440799,0.00089629355,0.0000319767,0.00038980675,0.0004043145,0.048774157,0.9126254,0.0016740919,0.00039093033,0.02366927],"study_design_scores_gemma":[0.00008424834,0.005047754,0.03376286,0.000077027435,0.0001022788,0.00028042716,0.00048651278,0.2589892,0.69616246,0.0006662295,0.0042575807,0.00008339341],"about_ca_topic_score_codex":0.0010504593,"about_ca_topic_score_gemma":0.0018100525,"teacher_disagreement_score":0.0024243514,"about_ca_system_score_codex":0.00038726968,"about_ca_system_score_gemma":0.00018922819,"threshold_uncertainty_score":0.008110285},"labels":[],"label_agreement":null}]}