{"meta":{"query_hash":"7f782e2f90df","filters":{"venue":"Proceedings of the Institution of Civil Engineers - Maritime Engineering"},"cohort_total":4,"direct_labels_cover":0,"predictions_cover":4,"exported":4,"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/7f782e2f90df","api":"https://metacan.xera.ac/api/v1/cohort?venue=Proceedings+of+the+Institution+of+Civil+Engineers+-+Maritime+Engineering"},"results":[{"id":"W2284287812","doi":"10.1680/maen.14.00017","title":"Projected impact of climate change on waves at Mumbai High","year":2015,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Maritime Engineering","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"U.S. Department of Energy","keywords":"Climate change; Submarine pipeline; Climatology; Environmental science; General Circulation Model; Global warming; Wave height; Significant wave height; Climate model; Return period; Meteorology; Geography; Wind wave; Geology; Oceanography","score_opus":0.0209788093317988,"score_gpt":0.22490806963214954,"score_spread":0.20392926030035075,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2284287812","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99636096,0.00016159107,0.000041256157,0.00008665694,0.00020238847,0.0002646381,0.00009286328,0.000048114693,0.0027415196],"genre_scores_gemma":[0.9993403,0.00006634066,0.00044911914,0.0000053951385,0.00009831196,0.0000043581913,0.000011914953,0.0000066556017,0.000017585442],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99870926,0.0000056032845,0.0003153211,0.00016383351,0.00048065913,0.00032532727],"domain_scores_gemma":[0.99940765,0.000050844013,0.00010905994,0.00009920187,0.00018154921,0.00015167921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016404285,0.00017013446,0.00028953902,0.00017561659,0.000041670668,0.000013538869,0.00030014323,0.00009450708,0.00010673971],"category_scores_gemma":[0.0002819548,0.00011470508,0.00015203349,0.00047930118,0.00012166162,0.00026362968,0.000057631678,0.00019481473,0.000007462618],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009188701,0.00021351675,0.70003855,0.0018772061,0.00024037233,0.0000050724725,0.0009263057,0.2631022,0.0111256335,0.015606936,0.00045199506,0.005493323],"study_design_scores_gemma":[0.00074625143,0.00071678514,0.9150105,0.00035474513,0.000029668561,0.000015095811,0.000046869463,0.0745904,0.007844274,0.00016237215,0.00024912224,0.00023388765],"about_ca_topic_score_codex":0.0016816994,"about_ca_topic_score_gemma":0.00010729425,"teacher_disagreement_score":0.21497197,"about_ca_system_score_codex":0.00004047713,"about_ca_system_score_gemma":0.000037382866,"threshold_uncertainty_score":0.46775374},"labels":[],"label_agreement":null},{"id":"W2618962996","doi":"10.1680/jmaen.2016.27","title":"Effects of wave loads on the horizontal bracing strength of a semi-submersible platform","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Maritime Engineering","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":6,"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 Regina","funders":"","keywords":"Bracing; Brace; Structural engineering; Engineering; Horizontal and vertical; Marine engineering; Geotechnical engineering; Geology; Geodesy","score_opus":0.007340102529266688,"score_gpt":0.1840141595730733,"score_spread":0.1766740570438066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2618962996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9893832,0.00026328812,0.0007520541,0.000069314425,0.00058496976,0.00035237477,0.000027151329,0.000078704674,0.008488939],"genre_scores_gemma":[0.9994043,0.000085782485,0.00036777137,0.000002772536,0.000065193126,0.000013411046,0.0000015742945,0.000025651438,0.000033502874],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985658,0.0000032966245,0.0005571055,0.00017449855,0.00043127587,0.00026800917],"domain_scores_gemma":[0.9989028,0.00021706297,0.0002998132,0.00031936416,0.00020130572,0.000059634443],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032670406,0.00028067516,0.0005401898,0.00022074346,0.00012745475,0.000029180357,0.00067173183,0.00018946711,0.000016847063],"category_scores_gemma":[0.0009260446,0.0001996947,0.00035803398,0.00030464306,0.0002854275,0.00040601898,0.00013314262,0.00045901895,5.666642e-7],"study_design_candidate":"bench_or_experimental","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":[0.00008775476,0.00012591413,0.00072474504,0.009067142,0.0011655095,0.0000018919493,0.001328148,0.49510124,0.43343803,0.057238195,0.00029597766,0.0014254547],"study_design_scores_gemma":[0.00036418237,0.00008339809,0.0025187286,0.0013932353,0.000180314,0.000006006088,0.00015669152,0.21704851,0.77776164,0.00019445026,0.00008533555,0.00020752137],"about_ca_topic_score_codex":0.000109520326,"about_ca_topic_score_gemma":0.000011765601,"teacher_disagreement_score":0.3443236,"about_ca_system_score_codex":0.00010348983,"about_ca_system_score_gemma":0.000025075546,"threshold_uncertainty_score":0.81433135},"labels":[],"label_agreement":null},{"id":"W2792045066","doi":"10.1680/jmaen.2017.25","title":"Briefing: Design and construction of Canary Wharf temporary floating road, London, UK","year":2017,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Maritime Engineering","topic":"BIM and Construction Integration","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Wharf; Modular design; Constructability; Engineering; Deck; Civil engineering; Truck; Transport engineering; Marine engineering; Structural engineering; Computer science","score_opus":0.008119535470759632,"score_gpt":0.1807588723347878,"score_spread":0.17263933686402816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2792045066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9249492,0.0011700917,0.06345222,0.00014891496,0.0016776813,0.0005907112,0.000030368275,0.00027919447,0.0077016074],"genre_scores_gemma":[0.9864449,0.0001160107,0.013301104,0.0000032036373,0.00007158358,0.000011500688,0.000002055797,0.000027447579,0.00002219142],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99886733,0.0000036233766,0.0005236487,0.00016679984,0.00024617967,0.00019238913],"domain_scores_gemma":[0.99921083,0.000029091243,0.00027928106,0.00018530953,0.00023020369,0.00006527677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002665409,0.00022519719,0.00033455863,0.00021884248,0.00014457387,0.000051232997,0.00030178812,0.0001493652,0.000014690959],"category_scores_gemma":[0.00026103685,0.00022060776,0.000095121475,0.00017898506,0.00026460685,0.0006461872,0.00007321636,0.00024269496,2.8302705e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008839956,0.000048142847,0.020841539,0.0040303143,0.0005122617,0.0000021352378,0.000823642,0.44941643,0.40662464,0.093654126,0.0010339003,0.022924455],"study_design_scores_gemma":[0.0010069016,0.00007492416,0.016376201,0.001689004,0.00013568815,0.0001629362,0.00030097412,0.6586792,0.31953993,0.0007790011,0.00070942123,0.0005458409],"about_ca_topic_score_codex":0.00019285732,"about_ca_topic_score_gemma":0.000009143562,"teacher_disagreement_score":0.20926274,"about_ca_system_score_codex":0.000062180676,"about_ca_system_score_gemma":0.000048832582,"threshold_uncertainty_score":0.89961237},"labels":[],"label_agreement":null},{"id":"W2897480887","doi":"10.1680/jmaen.2018.17","title":"Innovative use of GIS and drone photogrammetry for cliff stability modelling","year":2018,"lang":"en","type":"article","venue":"Proceedings of the Institution of Civil Engineers - Maritime Engineering","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Esri (Canada); W.F. Baird & Associates Coastal Engineers (Canada); Golder Associates (Canada)","funders":"","keywords":"Photogrammetry; Cliff; Drone; Remote sensing; Digital elevation model; Terrain; Geology; Geographic information system; Point cloud; Cartography; Geography; Computer science; Artificial intelligence","score_opus":0.028902358326476058,"score_gpt":0.19694772552096973,"score_spread":0.16804536719449367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897480887","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9758672,0.00014189082,0.02281156,0.000020361935,0.00020231829,0.00027257155,0.000118603646,0.000037378864,0.0005280991],"genre_scores_gemma":[0.990557,0.000018217492,0.009340261,0.00000572485,0.000042750562,0.0000026427156,0.000008917497,0.0000052461887,0.000019235193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99911726,0.000003689392,0.0003430055,0.00016164267,0.00018687587,0.00018753028],"domain_scores_gemma":[0.9991721,0.00011341491,0.00014007816,0.00007432956,0.00045257388,0.000047495305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041910468,0.0001374877,0.0002475826,0.00009726076,0.00006594669,0.000019544483,0.00014991606,0.0000774666,0.000027241405],"category_scores_gemma":[0.00036523704,0.00010887735,0.00006345222,0.000517419,0.00022782742,0.00038262756,0.00002224662,0.000112574504,2.54426e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006802948,0.00021750791,0.37458596,0.0065901172,0.0005282358,5.5193834e-7,0.005256875,0.4920717,0.0916978,0.012934681,0.0004332683,0.015003026],"study_design_scores_gemma":[0.00041614502,0.00022613294,0.028704312,0.00036083758,0.00003634809,0.0000049654095,0.00024271084,0.90276843,0.06612334,0.00016512212,0.0007134478,0.00023818147],"about_ca_topic_score_codex":0.00050314167,"about_ca_topic_score_gemma":0.00008316441,"teacher_disagreement_score":0.41069677,"about_ca_system_score_codex":0.000008590321,"about_ca_system_score_gemma":0.000022076132,"threshold_uncertainty_score":0.44398895},"labels":[],"label_agreement":null}]}