{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":134,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":134,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"b9b4abee9383","filters":{"topic":"Earthquake and Tsunami Effects"}},"results":[{"id":"W2080116154","doi":"10.1016/j.engstruct.2005.09.028","title":"The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":340,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa; McMaster University","funders":"","keywords":"Masonry; Forensic engineering; Unreinforced masonry building; Critical infrastructure; Civil engineering; Engineering; Geology; Seismology; Computer science; Computer security","retraction":null,"screen_n_in":null,"score":{"opus":0.002294234374205307,"gpt":0.1993101668104652,"spread":0.1970159324362599,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008432977,0.0003307087,0.0002332893,0.00007357752,0.0001529952,0.00008581282,0.0002013836,0.0001397351,0.00002128032],"category_scores_gemma":[0.00008304747,0.0001807426,0.0001036244,0.0001636693,0.0001045259,0.0000915946,0.00005587793,0.00042423,0.000001383164],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003941112,"about_ca_system_score_gemma":0.00001740937,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001611806,"about_ca_topic_score_gemma":0.00002219184,"domain_scores_codex":[0.9990197,0.00002557211,0.0002148507,0.0001890939,0.0002000789,0.000350683],"domain_scores_gemma":[0.9992412,0.0002136567,0.00004341152,0.0003799943,0.00002303921,0.00009872868],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00001271959,0.000001889006,0.001996339,0.00005227966,0.0001253717,0.000001365701,0.0002906169,0.9652303,0.002388335,0.001938988,0.001362931,0.02659884],"study_design_scores_gemma":[0.0003863181,0.00006753686,0.9584842,0.00004335004,0.00002324119,0.00006086362,0.00001612341,0.03022985,0.00589478,0.001634631,0.002891048,0.0002680122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9959537,0.002876469,0.0001684185,0.0000542796,0.0002933523,0.0002054579,0.00001895982,0.0001690898,0.0002603203],"genre_scores_gemma":[0.9990359,0.0001269903,0.0005048699,0.00002662592,0.0002079473,0.000005692755,0.000001513934,0.00006216572,0.00002830874],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9564879,"threshold_uncertainty_score":0.737047,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2168196043","doi":"10.1142/s0578563410002117","title":"Experimental Investigation of Tsunami Impact on Free Standing Structures","year":2010,"lang":"en","type":"article","venue":"Coastal Engineering Journal","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":233,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada; National Science Council","keywords":"Hydraulic jump; Flume; Wave flume; Geology; Debris; Shore; Flow (mathematics); Geotechnical engineering; Dam break; Hydraulic structure; Standing wave; Flood myth; Breaking wave; Mechanics; Wave propagation; Oceanography; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.005358703811485951,"gpt":0.2143411668078909,"spread":0.2089824629964049,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001510681,0.0001957579,0.0001841046,0.0002014705,0.00004951407,0.000058658,0.0001695423,0.00008698701,0.00008805597],"category_scores_gemma":[0.00006089849,0.0001690749,0.0001094657,0.0001251048,0.00002793147,0.0001884652,0.0000282942,0.0006345092,0.000003619398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004085901,"about_ca_system_score_gemma":0.0000222922,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004701523,"about_ca_topic_score_gemma":0.000002874629,"domain_scores_codex":[0.9991974,0.000009833857,0.0002237528,0.00008622,0.0002354728,0.0002472996],"domain_scores_gemma":[0.999487,0.00006491764,0.00004624733,0.0001877165,0.00003021598,0.0001838646],"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":[0.0000127922,0.000006569337,0.0007264281,0.00003246435,0.00004832025,0.0000169432,0.0002375883,0.2542152,0.7432308,0.0005807054,0.0002469358,0.0006452925],"study_design_scores_gemma":[0.001106809,0.0004049569,0.07031897,0.0001536156,0.00001795996,0.0003616054,0.00006615635,0.1086516,0.8178268,0.0005605123,0.0001239615,0.0004069947],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9934323,0.0001274855,0.004774767,0.000005594788,0.001093838,0.00006402376,0.00001903855,0.0001234833,0.0003594698],"genre_scores_gemma":[0.997912,0.000005570854,0.00171277,0.00000446691,0.0003075881,0.000002053365,0.000004687372,0.00004471459,0.000006105827],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1455635,"threshold_uncertainty_score":0.6894674,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2091937261","doi":"10.1260/2041-4196.3.4.477","title":"Experimental Modeling of Extreme Hydrodynamic Forces on Structural Models","year":2012,"lang":"en","type":"article","venue":"International Journal of Protective Structures","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Flume; Mechanics; Geotechnical engineering; Shear force; Moment (physics); Geology; Displacement (psychology); Base (topology); Shear (geology); Structural engineering; Resultant force; Normal force; Flow (mathematics); Engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.02184509653834523,"gpt":0.2653553864943073,"spread":0.2435102899559621,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001141397,0.0001527007,0.0001940067,0.0002244302,0.00002720268,0.00002070801,0.0002458671,0.00006100617,0.00004257718],"category_scores_gemma":[0.00002780073,0.0001221102,0.0001346008,0.0000484909,0.0000310702,0.0005114897,0.00002604609,0.0002526811,0.000001147546],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001166784,"about_ca_system_score_gemma":0.00001401715,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000139418,"about_ca_topic_score_gemma":0.000002171215,"domain_scores_codex":[0.9989444,0.00003359374,0.0003228374,0.00007186038,0.0004600265,0.0001672928],"domain_scores_gemma":[0.9994987,0.0000367735,0.0001470692,0.00007587055,0.0001751784,0.00006644167],"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":[0.0001399735,0.00001560397,0.0001642438,0.00001379864,0.0002630684,0.000006080513,0.001071557,0.9120448,0.08044703,0.002906383,0.000006528325,0.002920975],"study_design_scores_gemma":[0.000716279,0.0002063765,0.002439694,0.00009760867,0.0000168761,0.0001517885,0.0002361566,0.7439047,0.226691,0.02535554,0.000005685686,0.0001783207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9713885,0.0008049717,0.02552313,0.000008200137,0.001146295,0.0001286116,0.00001171428,0.00002104799,0.000967601],"genre_scores_gemma":[0.998246,0.000006475537,0.001228185,0.00001216863,0.0004756434,0.000004116262,0.00000176972,0.00002200945,0.000003655105],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1681401,"threshold_uncertainty_score":0.4979508,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2002948045","doi":"10.1193/1.2209171","title":"Performance of Structures in Indonesia during the December 2004 Great Sumatra Earthquake and Indian Ocean Tsunami","year":2006,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; University of Ottawa","funders":"","keywords":"Seismology; Masonry; Geology; Tsunami wave; Unreinforced masonry building; Seismic zone; Induced seismicity; Civil engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.002853560937508355,"gpt":0.1742210828710019,"spread":0.1713675219334936,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002228493,0.0003573733,0.0003856106,0.0002711583,0.0001362537,0.00007304727,0.0002063227,0.0001650662,0.00009584344],"category_scores_gemma":[0.000009670105,0.0002950895,0.00009057442,0.0004900779,0.0001638015,0.0002772432,0.0000354878,0.0005055948,0.0000242323],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003856128,"about_ca_system_score_gemma":0.00002977275,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002385924,"about_ca_topic_score_gemma":0.003223225,"domain_scores_codex":[0.9982541,0.00006532166,0.0004619109,0.000309898,0.0003018468,0.0006068998],"domain_scores_gemma":[0.9992943,0.00009606661,0.0000731467,0.0004183791,0.00002599476,0.00009207057],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00005947839,0.00003694854,0.9507013,0.0005005317,0.00005526727,0.0001192244,0.0009167364,0.03656647,0.002935078,0.0005907409,0.0001759209,0.007342304],"study_design_scores_gemma":[0.0008894287,0.00006691648,0.9862357,0.00008978797,0.00001450489,0.0001158826,0.0000500406,0.001738572,0.01005173,0.0002419407,0.000182614,0.0003228238],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9951326,0.001259985,0.000007875287,0.00004297912,0.0001544618,0.0003782503,0.0000155076,0.0001608844,0.002847462],"genre_scores_gemma":[0.9993128,0.0001693373,0.0001143227,0.00001542228,0.0001722673,0.000008171333,0.00001249788,0.00006286128,0.000132346],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03553446,"threshold_uncertainty_score":0.9999501,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1973825431","doi":"10.1007/s11069-013-0567-4","title":"Classification of Tsunami and Evacuation Areas","year":2013,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Waseda University","keywords":"Natural hazard; Submarine pipeline; East coast; Geography; Natural disaster; Geology; Physical geography; Oceanography; Meteorology","retraction":null,"screen_n_in":null,"score":{"opus":0.005448706562247642,"gpt":0.2112837681306599,"spread":0.2058350615684122,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005599819,0.00006549704,0.00008125899,0.0000467065,0.00001667151,0.0000148206,0.00003627364,0.00005811822,0.00003534064],"category_scores_gemma":[0.00002741132,0.0000566657,0.00002044124,0.00008306967,0.00001841919,0.0001600706,0.000006981365,0.00009122801,0.00004357461],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001508749,"about_ca_system_score_gemma":0.000005237008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001970419,"about_ca_topic_score_gemma":0.00001055631,"domain_scores_codex":[0.9996333,0.00001246962,0.00009594902,0.00007044452,0.0001011991,0.00008661427],"domain_scores_gemma":[0.999768,0.00003664607,0.00001795512,0.00009225507,0.00005563231,0.00002952152],"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":[0.000006813741,0.00001695923,0.01037487,0.0002192046,0.00004948202,9.380296e-7,0.0002816243,0.0003687335,0.2115029,0.002285514,0.003448465,0.7714446],"study_design_scores_gemma":[0.0001692402,0.00002089383,0.8046098,0.00002180871,0.000008107037,0.000002853139,0.00001919424,0.1868397,0.007317141,0.0005636042,0.0003429757,0.0000847004],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9951227,0.0008903242,0.000147819,0.00006305553,0.0001663503,0.0001372636,0.000001571941,0.00008732505,0.00338364],"genre_scores_gemma":[0.9995607,0.00004000738,0.0002071674,0.00001384873,0.00003866495,0.00001204705,0.00001318454,0.000009037395,0.0001052994],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7942349,"threshold_uncertainty_score":0.231076,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2548073989","doi":"10.1142/s0578563416400179","title":"Failure Mechanisms and Local Scour at Coastal Structures Induced by Tsunami","year":2016,"lang":"en","type":"article","venue":"Coastal Engineering Journal","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Ministry of Education, Culture, Sports, Science and Technology; Great Britain Sasakawa Foundation; University of East London","keywords":"Dike; Breakwater; Geology; Slope failure; Failure mechanism; Submarine pipeline; Geotechnical engineering; Tsunami earthquake; Storm surge; Dam failure; Bridge scour; Tsunami wave; Submarine landslide; Landslide; Seawall; Storm; Seismology; Oceanography; Flood myth; Pier; Engineering; Geography; Civil engineering; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.003562218811884948,"gpt":0.1724354065649434,"spread":0.1688731877530585,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001592302,0.0003330468,0.0002733959,0.0001401181,0.0001214408,0.00009868396,0.0001547919,0.0001724354,0.00009798769],"category_scores_gemma":[0.00004064904,0.0002528696,0.00008278213,0.000107047,0.00003264241,0.0002959019,0.0001075609,0.0004059426,0.00002482746],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007436917,"about_ca_system_score_gemma":0.00001980624,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000500945,"about_ca_topic_score_gemma":0.00005251123,"domain_scores_codex":[0.9986976,0.00002021553,0.0002641166,0.0001989769,0.0002907382,0.0005283824],"domain_scores_gemma":[0.9993001,0.00008566931,0.00004236983,0.0001577407,0.00004116283,0.0003729759],"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":[0.00001990962,0.000009444334,0.00008660826,0.00008651492,0.0001175609,0.0001044027,0.0001031422,0.01447228,0.9521223,0.0007736419,0.002103,0.03000121],"study_design_scores_gemma":[0.01118466,0.001474818,0.01604804,0.001765677,0.0002261157,0.0102773,0.0004100019,0.1813944,0.7406384,0.00425676,0.02795192,0.004371807],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5688238,0.0003275091,0.4297085,0.00008865846,0.0005684562,0.00008553841,0.00004519859,0.0002488195,0.0001035106],"genre_scores_gemma":[0.9975341,0.00008625692,0.001944382,0.0000193455,0.0001976074,0.000004769497,0.000005237346,0.00008759733,0.0001207278],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4287102,"threshold_uncertainty_score":0.9999924,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2114311934","doi":"10.1193/1.4000124","title":"Damage to Steel Buildings Observed after the 2011 Tohoku‐Oki Earthquake","year":2013,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Earthquake Engineering Research Institute; National Science Foundation","keywords":"Bracing; Cladding (metalworking); Forensic engineering; Liquefaction; Joint (building); Engineering; Geotechnical engineering; Low-rise; Geology; Structural engineering; Brace; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.009408021232508333,"gpt":0.1888657668152321,"spread":0.1794577455827238,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0003771191,0.0005727693,0.0004573732,0.0001899853,0.0002093087,0.0003678932,0.0006049753,0.0002773752,0.005778227],"category_scores_gemma":[0.00005360192,0.0004551959,0.0002702289,0.0004849599,0.0000998599,0.0005423848,0.000121172,0.0008839524,0.01833642],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005160228,"about_ca_system_score_gemma":0.00003202876,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002212442,"about_ca_topic_score_gemma":0.000677822,"domain_scores_codex":[0.9971616,0.0001081987,0.0004990803,0.000566882,0.0005115775,0.0011527],"domain_scores_gemma":[0.9980222,0.0002083674,0.00005355267,0.001156067,0.00009838463,0.0004614193],"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":[0.0004505896,0.0007047189,0.07662752,0.0009340718,0.001591033,0.0009852032,0.01369299,0.03315459,0.125079,0.01109527,0.3252449,0.4104401],"study_design_scores_gemma":[0.0005435753,0.0002058682,0.9165617,0.00006693869,0.00003751822,0.00003038604,0.000106377,0.001412995,0.006153684,0.0005228377,0.07361453,0.0007435725],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9805899,0.0006777362,0.0007224951,0.001920722,0.000821171,0.001302356,0.00002445623,0.000829509,0.01311162],"genre_scores_gemma":[0.9921029,0.00005693001,0.001741727,0.00121981,0.0006267385,0.0003487137,0.00001283182,0.0001484899,0.003741891],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8399342,"threshold_uncertainty_score":0.99979,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2475547509","doi":"10.1142/9789812819307_0011","title":"Tsunami-Induced Forces on Structures","year":2009,"lang":"en","type":"book-chapter","venue":"WORLD SCIENTIFIC eBooks","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Geology; Seismology; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.01617946148688286,"gpt":0.2125548440784105,"spread":0.1963753825915276,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002392891,0.0005717224,0.0004710045,0.000777131,0.0002797782,0.0003511408,0.0004094664,0.0002713158,0.0003424234],"category_scores_gemma":[0.000004968053,0.0005397418,0.0002579017,0.00005680478,0.0001413214,0.00004870666,0.00003939685,0.0007122037,0.0006626776],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008951833,"about_ca_system_score_gemma":0.00004127679,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001402848,"about_ca_topic_score_gemma":0.0009682474,"domain_scores_codex":[0.9978941,0.00001480805,0.0003493878,0.0006416622,0.0006028656,0.0004971407],"domain_scores_gemma":[0.998707,0.00008389435,0.0000877195,0.0008816103,0.00005313403,0.0001866392],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0000287225,0.00001327513,0.000002937774,0.0003036669,0.0002514393,0.0002273159,0.0005304671,0.0015146,0.007653827,0.5206116,0.08792577,0.3809363],"study_design_scores_gemma":[0.0002428073,0.00008292135,0.00006372578,0.0004130693,0.00005747722,0.000006728453,0.000002597749,0.0004007226,0.008533792,0.05441568,0.9349777,0.0008027537],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.005206499,0.0002622424,0.0000114782,0.00001334454,0.003046274,0.000426378,0.00003029004,0.0006293322,0.9903741],"genre_scores_gemma":[0.2788534,0.000001010695,0.00005847179,0.0000811113,0.0002880921,0.000006855993,0.00004137657,0.00008883755,0.7205808],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.847052,"threshold_uncertainty_score":0.9997054,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2530051039","doi":"10.1061/(asce)ww.1943-5460.0000371","title":"Experimental Investigations of Debris Dynamics over a Horizontal Plane","year":2016,"lang":"en","type":"article","venue":"Journal of Waterway Port Coastal and Ocean Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Debris; Container (type theory); Marine engineering; Horizontal plane; Slosh dynamics; Displacement (psychology); Instrumentation (computer programming); Geology; Tracking (education); Reduction (mathematics); Projectile; Computer science; Geotechnical engineering; Environmental science; Geodesy; Structural engineering; Engineering; Geometry; Mathematics; Materials science; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004137024204951066,"gpt":0.1756775826704846,"spread":0.1715405584655336,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009798512,0.0001423495,0.0002312434,0.0001392387,0.00001749392,0.00001354348,0.0000681009,0.00005155719,0.00001511417],"category_scores_gemma":[0.00001265524,0.00009862077,0.00007274083,0.00006283136,0.00003262137,0.0002518326,0.00002870135,0.000104136,0.00000116688],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003117293,"about_ca_system_score_gemma":0.00001231911,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000662847,"about_ca_topic_score_gemma":0.000006629087,"domain_scores_codex":[0.9992629,0.000005298899,0.0003385763,0.0000670392,0.0001543242,0.0001719048],"domain_scores_gemma":[0.9996539,0.00003618264,0.00006901612,0.00006892146,0.00003034007,0.0001416417],"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":[0.00003943395,0.00006971358,0.02814261,0.0002335944,0.0002768146,0.0001933933,0.0007202119,0.01036015,0.9544734,0.0004063527,0.0003893338,0.004695005],"study_design_scores_gemma":[0.002392255,0.0009939965,0.03889678,0.0008325063,0.00008228362,0.001122137,0.0002272768,0.03196474,0.9214378,0.0001243963,0.001325922,0.0005998943],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938884,0.0002773464,0.005322961,0.000019642,0.000276552,0.0000428753,0.00002917638,0.00003519977,0.0001078589],"genre_scores_gemma":[0.9990623,0.00005379029,0.0006918332,0.000003799608,0.000116772,4.223364e-7,0.00000427529,0.00002672063,0.0000400741],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03303558,"threshold_uncertainty_score":0.4021639,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W114466135","doi":"10.63898/odyi3392","title":"EFFECTS OF THE DECEMBER 26, 2004 SUMATRA EARTHQUAKE AND TSUNAMI ON PHYSICAL INFRASTRUCTURE","year":2005,"lang":"en","type":"article","venue":"ISET Journal of Earthquake Technology","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Seismology; Geology; Tsunami earthquake; Foreshock; Aftershock","retraction":null,"screen_n_in":null,"score":{"opus":0.00231707807214217,"gpt":0.1967880286174835,"spread":0.1944709505453414,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001769868,0.0003074329,0.0005701375,0.0003838992,0.00007666574,0.00002291903,0.0003851942,0.0003191316,0.00002252527],"category_scores_gemma":[0.0001652955,0.0002177876,0.0002102032,0.0004974058,0.0002909944,0.0001624484,0.00006661657,0.0009858147,0.00003152786],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003393734,"about_ca_system_score_gemma":0.00004503933,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001467097,"about_ca_topic_score_gemma":0.00003821163,"domain_scores_codex":[0.9985427,0.00007296251,0.0004698039,0.0001780103,0.000337335,0.0003991448],"domain_scores_gemma":[0.9988776,0.0002940532,0.0002332367,0.0003768375,0.0001053834,0.0001128602],"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":[0.0002438485,0.0005337521,0.01923573,0.0008525943,0.0008625436,0.0002684456,0.001435422,0.0740018,0.07759164,0.006971623,0.01062764,0.807375],"study_design_scores_gemma":[0.005800106,0.002189529,0.6327441,0.001150887,0.0003630347,0.001622917,0.0001376765,0.004555675,0.3027392,0.01113749,0.03662336,0.0009360011],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961959,0.001878219,0.00015581,0.0006142789,0.0003514806,0.0002321277,0.000006663968,0.0001488978,0.000416697],"genre_scores_gemma":[0.9989027,0.0001862999,0.0004749195,0.0001022821,0.0002358809,0.000004429648,4.381661e-7,0.00005533362,0.0000377396],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.806439,"threshold_uncertainty_score":0.8881119,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2953443285","doi":"10.1139/cjce-2019-0049","title":"Engineering lessons from the 28 September 2018 Indonesian tsunami: debris loading","year":2019,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true},"ca_institutions":"University of Ottawa","funders":"","keywords":"Debris; Context (archaeology); Field survey; Bay; Debris flow; Geology; Coastal engineering; Forensic engineering; Civil engineering; Engineering; Oceanography","retraction":null,"screen_n_in":null,"score":{"opus":0.005933136973619747,"gpt":0.1760104404125085,"spread":0.1700773034388887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003311786,0.0003226858,0.0004044543,0.0003371564,0.00007207895,0.0001517872,0.0004536929,0.0001608905,0.0005381326],"category_scores_gemma":[0.00009271973,0.0002894977,0.0002053794,0.0003698496,0.00001893884,0.0003604241,0.0000173288,0.0007381944,0.0002077847],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002517639,"about_ca_system_score_gemma":0.0001893297,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000717291,"about_ca_topic_score_gemma":0.03156022,"domain_scores_codex":[0.9984865,0.00002175026,0.0004350949,0.0001635024,0.0002328868,0.0006602886],"domain_scores_gemma":[0.9985788,0.0003118752,0.00007726961,0.0003619269,0.00006407269,0.0006060186],"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":[0.000003119402,0.000003878069,0.01088819,0.0001064516,0.0003197189,0.0002239961,0.0005864487,0.9715226,0.006771654,0.0002567349,0.00812587,0.001191371],"study_design_scores_gemma":[0.002192808,0.0001557066,0.1725297,0.002638018,0.0002809515,0.0007304766,0.0003043319,0.535467,0.006258643,0.000142572,0.2772724,0.002027311],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9710413,0.0050849,0.01312072,0.000295583,0.004370673,0.0002566684,0.00004155734,0.0001620227,0.005626564],"genre_scores_gemma":[0.9988089,0.00004428821,0.000278966,0.00006382536,0.0005861942,0.0000040646,0.000005586301,0.000113291,0.00009486293],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4360555,"threshold_uncertainty_score":0.9999557,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1990301321","doi":"10.1139/l09-104","title":"Tsunami loading of near-shoreline structures: a primer","year":2009,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"about_ca":true},"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Shore; Civil engineering; Flume; Engineering; Geology; Geotechnical engineering; Marine engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004438994659496703,"gpt":0.1789600171043151,"spread":0.1745210224448184,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001823855,0.0001785221,0.0003200796,0.0003402929,0.00003489006,0.00004079406,0.0001965035,0.0000952398,0.0001225624],"category_scores_gemma":[0.0001027548,0.0001814277,0.0001274094,0.0002731111,0.00002150154,0.0001663313,0.000003099588,0.0003335872,0.000003353342],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000927501,"about_ca_system_score_gemma":0.0001975836,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001071104,"about_ca_topic_score_gemma":0.007246407,"domain_scores_codex":[0.9989965,0.000009164295,0.0004021602,0.00007410865,0.0001536596,0.0003644279],"domain_scores_gemma":[0.999168,0.00004590442,0.00007002206,0.0001542662,0.00008994301,0.0004718352],"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":[0.000004990839,0.000004575093,0.0009025896,0.0001172427,0.0001090245,0.000211208,0.0005666888,0.9779347,0.01250658,0.0007189753,0.001564998,0.005358473],"study_design_scores_gemma":[0.00458262,0.001709121,0.1679222,0.003510564,0.0004666741,0.002481115,0.0002330726,0.6548302,0.06458266,0.003326368,0.09341417,0.002941248],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9618961,0.007710999,0.02496802,0.00009115308,0.001256663,0.000141162,0.00001330796,0.00008007241,0.003842539],"genre_scores_gemma":[0.9983044,0.00003307486,0.001372261,0.0000310248,0.00021153,3.851706e-7,0.000001891855,0.00003314687,0.00001223422],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3231045,"threshold_uncertainty_score":0.7398406,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2037278331","doi":"10.1007/s11069-014-1552-2","title":"On the effect of bed condition on the development of tsunami-induced loading on structures using OpenFOAM","year":2014,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Flume; Hydraulics; Geology; Geotechnical engineering; Hydrogeology; Natural hazard; Wave flume; Downstream (manufacturing); Engineering; Mechanics; Flow (mathematics); Wave propagation","retraction":null,"screen_n_in":null,"score":{"opus":0.01004354127868406,"gpt":0.2508047563060001,"spread":0.240761215027316,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005604116,0.0001988822,0.0002399281,0.00008270736,0.0001264859,0.00002088968,0.0001940427,0.00009798995,0.00003461081],"category_scores_gemma":[0.0002525192,0.000102527,0.00008191399,0.000144873,0.00003155921,0.0000447034,0.00002303965,0.0003758175,0.00001415178],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007134125,"about_ca_system_score_gemma":0.0000167854,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000767613,"about_ca_topic_score_gemma":0.00001140217,"domain_scores_codex":[0.9989395,0.0001749176,0.0002136416,0.0001348891,0.0003459995,0.0001910123],"domain_scores_gemma":[0.9984699,0.001137498,0.00007818027,0.0002551846,0.00003163378,0.00002758201],"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":[0.000364367,0.00002990703,0.0002731158,0.0004343787,0.0003689744,0.000003583809,0.001302035,0.02894565,0.8149928,0.02381391,0.0005917126,0.1288795],"study_design_scores_gemma":[0.0004106607,0.0003695213,0.008981935,0.0002943008,0.00002033558,0.000001382549,0.00001696594,0.02418389,0.9652012,0.0003287522,0.00005160509,0.0001394765],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9967068,0.00003201485,0.00005339093,0.00003290462,0.000461412,0.0003821381,0.000003908173,0.00004646033,0.002281006],"genre_scores_gemma":[0.9997445,6.639573e-7,0.00007147422,0.00007234934,0.00006067247,0.00001004393,0.0000081916,0.00002328986,0.000008824748],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1502084,"threshold_uncertainty_score":0.418093,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1974416915","doi":"10.9753/icce.v32.currents.2","title":"EXPERIMENTAL AND NUMERICAL MODELING OF TSUNAMI LOADING ON STRUCTURES","year":2011,"lang":"en","type":"article","venue":"Coastal Engineering Proceedings","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Canadian Cardiovascular Society; University of Ottawa","funders":"","keywords":"Coastal engineering; Shore; Numerical modeling; Component (thermodynamics); Field (mathematics); Geology; Numerical models; Marine engineering; Civil engineering; Engineering; Oceanography; Geophysics","retraction":null,"screen_n_in":null,"score":{"opus":0.01262840691949686,"gpt":0.1964430021851285,"spread":0.1838145952656316,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005508721,0.0002103086,0.0002105468,0.000129952,0.00002795817,0.00001976848,0.00009012203,0.00007709096,0.00001297775],"category_scores_gemma":[0.00002105913,0.0002143241,0.00004434126,0.0001252842,0.00001997189,0.0001626064,0.00004570165,0.0001773354,0.000003285053],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001677757,"about_ca_system_score_gemma":0.000003462837,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000103298,"about_ca_topic_score_gemma":1.149154e-7,"domain_scores_codex":[0.9992536,0.000001078195,0.0001796734,0.0001761383,0.0001349488,0.0002545979],"domain_scores_gemma":[0.9997696,0.00001524974,0.00001965335,0.000064383,0.00002563099,0.0001055279],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001078137,0.0001025653,0.001578469,0.001250573,0.0001891458,0.00002291742,0.0080649,0.2357425,0.7172248,0.03167326,0.0001023863,0.003940686],"study_design_scores_gemma":[0.0002572297,0.0001601525,0.0009841757,0.0001052315,0.00001002418,0.00002097175,0.0001476009,0.745524,0.252417,0.00009762398,0.00003093738,0.0002450345],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9836894,0.0002527997,0.01123809,0.000001524002,0.0001599549,0.0001057511,0.000003267727,0.0003334446,0.00421574],"genre_scores_gemma":[0.9974664,0.000005956971,0.002391511,0.000006306142,0.0000532095,0.00001145106,0.000001413937,0.00005493331,0.000008784493],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5097815,"threshold_uncertainty_score":0.8739882,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2902804249","doi":"10.1007/s11069-018-3542-2","title":"Numerical investigation of tsunami bore effects on structures, part I: drag coefficients","year":2018,"lang":"en","type":"article","venue":"Natural Hazards","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Drag coefficient; Drag; Geology; Mechanics; Flow (mathematics); Tsunami wave; Hydrogeology; Natural hazard; Geotechnical engineering; Seismology; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.004905646997150137,"gpt":0.2190523753775736,"spread":0.2141467283804235,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001028213,0.000195551,0.0002265656,0.00009703235,0.00006296442,0.000019708,0.0001424747,0.0001490118,0.00002936428],"category_scores_gemma":[0.0001021716,0.0001641209,0.00007293026,0.0003118247,0.0000927342,0.00008262788,0.00001843144,0.0002943341,0.00007576412],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004912247,"about_ca_system_score_gemma":0.00002243992,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001260437,"about_ca_topic_score_gemma":0.000007406962,"domain_scores_codex":[0.9989358,0.00005797603,0.0001865569,0.0001953849,0.0003491421,0.0002750926],"domain_scores_gemma":[0.9994015,0.000129649,0.00004109447,0.0002455904,0.00008123291,0.000100937],"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":[0.0004056625,0.0001180219,0.01331332,0.002129556,0.0005304936,0.0001065534,0.002495339,0.01398718,0.1323158,0.006757884,0.0706576,0.7571826],"study_design_scores_gemma":[0.001317599,0.0009138359,0.172274,0.0003625929,0.00004884277,0.00001351931,0.000010371,0.07626756,0.7386249,0.001222873,0.008369831,0.0005740016],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9951364,0.0003443041,0.0002056658,0.0000350893,0.001853176,0.0002157887,0.000009511636,0.0002234087,0.001976663],"genre_scores_gemma":[0.9989989,0.000005912482,0.0002275613,0.0001728297,0.0004569133,0.000007161765,0.00004142346,0.00003120546,0.00005805712],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7566086,"threshold_uncertainty_score":0.6692656,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2171239855","doi":"10.3390/jmse3030821","title":"Long Wave Flow Interaction with a Single Square Structure on a Sloping Beach","year":2015,"lang":"en","type":"article","venue":"Journal of Marine Science and Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Drag; Mechanics; Flume; Wake; Flow (mathematics); Drag coefficient; Geology; Vortex shedding; Vortex; Wave flume; Front (military); Physics; Meteorology; Turbulence; Breaking wave; Wave propagation; Optics; Reynolds number","retraction":null,"screen_n_in":null,"score":{"opus":0.01107168943234457,"gpt":0.1995792059766633,"spread":0.1885075165443188,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003058885,0.0001176717,0.000146394,0.0002816519,0.00003860026,0.0001030704,0.00008378505,0.0000294614,0.000004155094],"category_scores_gemma":[0.0001075781,0.0000889529,0.0000205946,0.0003462779,0.00002843584,0.000572373,0.00003600947,0.0002643838,7.914829e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001223009,"about_ca_system_score_gemma":0.00004098468,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002450469,"about_ca_topic_score_gemma":0.000007462631,"domain_scores_codex":[0.9991891,0.000004870339,0.0001504643,0.0000901476,0.0003667086,0.0001987148],"domain_scores_gemma":[0.9995197,0.00003187324,0.00004192339,0.00008276701,0.0001531043,0.0001706061],"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":[0.00004589441,0.00001749037,0.00157664,0.0001132339,0.00003179989,0.000145432,0.0006947259,0.8885897,0.01690944,0.00003555681,0.00008701909,0.09175301],"study_design_scores_gemma":[0.001690763,0.001982456,0.04067748,0.001014877,0.00005021442,0.002878467,0.0004457428,0.9143844,0.03395313,0.0001061391,0.002245007,0.0005713853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.993876,0.00007655642,0.004665416,0.00003959381,0.0004831042,0.00004672766,4.927879e-7,0.00003967193,0.0007724672],"genre_scores_gemma":[0.9955852,0.000008366039,0.004185284,0.00001618907,0.0001806648,5.535625e-7,6.931289e-7,0.00001418299,0.000008887057],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09118163,"threshold_uncertainty_score":0.3627394,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2770979302","doi":"10.3390/geosciences7040121","title":"Overtopping of Coastal Structures by Tsunami Waves","year":2017,"lang":"en","type":"article","venue":"Geosciences","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Technische Universiteit Delft; Waseda University; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Tsunami wave; Geology; Seismology; Human settlement; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.007376698851999485,"gpt":0.2221817512448881,"spread":0.2148050523928887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008133194,0.00007472354,0.0001043375,0.00002975927,0.0001974845,0.00008753341,0.0003029683,0.00003136467,0.00002781373],"category_scores_gemma":[0.00005347625,0.00006129721,0.00002490778,0.00003774291,0.0001970543,0.0002459677,0.00004336409,0.00005105664,0.000005491122],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000003046779,"about_ca_system_score_gemma":0.000009738835,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002284746,"about_ca_topic_score_gemma":0.0001626267,"domain_scores_codex":[0.999462,0.000007020407,0.00008803551,0.0001057169,0.0001594332,0.0001777813],"domain_scores_gemma":[0.9996562,0.00002956484,0.0000411421,0.000219824,0.00001216627,0.00004108639],"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":[0.0000109915,0.00004143684,0.09133829,0.0003038952,0.00007497054,0.00002223776,0.001590545,0.004440721,0.6412427,0.006908391,0.01040547,0.2436203],"study_design_scores_gemma":[0.0003834978,0.0001544204,0.8056281,0.00008703596,0.00001365398,0.000009345518,0.0002326306,0.02880932,0.1512643,0.003146552,0.009844478,0.0004266639],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9882724,0.0003315751,0.0004410684,0.00002524781,0.0004286866,0.00004262313,0.00002227909,0.00004931279,0.01038675],"genre_scores_gemma":[0.9995014,0.00005109625,0.0002181721,0.00001132515,0.00003407352,0.000001310632,0.000001911681,0.000004817364,0.0001759149],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7142898,"threshold_uncertainty_score":0.2499628,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3002145596","doi":"10.1680/jcien.17.00043","title":"Tsunami design procedures for engineered buildings: a critical review","year":2018,"lang":"en","type":"review","venue":"Proceedings of the Institution of Civil Engineers - Civil Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Engineering and Physical Sciences Research Council","keywords":"Design elements and principles; Civil engineering; Forensic engineering; Key (lock); Engineering; Computer science; Computer security; Systems engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.0272359569152012,"gpt":0.2651921735887929,"spread":0.2379562166735917,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001114589,0.001204091,0.002823295,0.0007014619,0.0001089739,0.00005805044,0.001286749,0.0006606136,0.00002100522],"category_scores_gemma":[0.004035522,0.001001786,0.001353397,0.001534475,0.0002443273,0.0004758865,0.0001535827,0.0007641779,0.000007875346],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002791817,"about_ca_system_score_gemma":0.0002851771,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002046084,"about_ca_topic_score_gemma":0.000004950787,"domain_scores_codex":[0.9960395,0.00001676864,0.001750761,0.0006252493,0.0006762609,0.0008914693],"domain_scores_gemma":[0.9975302,0.0006814912,0.0004385601,0.0004816491,0.0006325387,0.0002356161],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"systematic_review","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00001583526,0.00009770513,8.711224e-7,0.9086232,0.001065643,0.000002034629,0.000146697,0.04328368,0.000469349,0.009637658,0.0237703,0.01288705],"study_design_scores_gemma":[0.0004913677,0.0002240555,0.000002059677,0.2668367,0.002649397,0.0001375959,0.000009564882,0.02755069,0.001937069,0.0001358865,0.6985236,0.001501944],"study_design_candidate":"systematic_review","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.00001106375,0.9380076,0.05579702,0.00002904887,0.001507742,0.003113531,0.0001139753,0.000650616,0.0007694137],"genre_scores_gemma":[0.00737572,0.9838361,0.006906648,0.00001812538,0.0005053163,0.0009650266,0.00002125128,0.0003238206,0.00004805183],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.6747534,"threshold_uncertainty_score":0.9992433,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2027118484","doi":"10.1139/l06-144","title":"Observations of ice jam release waves on the Athabasca River near Fort McMurray, Alberta","year":2007,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":true,"about_ca":true},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Flood myth; Geology; Oil sands; Hydrology (agriculture); Meteorology; Environmental science; Geotechnical engineering; Geography; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.01010949159027448,"gpt":0.1789377926812747,"spread":0.1688283010910002,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003568828,0.0001528103,0.0001971872,0.0002179115,0.00006296211,0.00003047919,0.0002208004,0.00007336664,0.00005823812],"category_scores_gemma":[0.0003488075,0.0001301088,0.0001301821,0.000287936,0.00004008984,0.0001645215,0.000005556784,0.0003466171,0.00000753213],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009641499,"about_ca_system_score_gemma":0.0001471809,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002424351,"about_ca_topic_score_gemma":0.1512006,"domain_scores_codex":[0.9990679,0.00001012294,0.000339987,0.00006816275,0.0001625339,0.0003512682],"domain_scores_gemma":[0.9987743,0.0004788216,0.00006827003,0.0002051473,0.00008740123,0.0003860197],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.00001137273,0.0000141639,0.005542913,0.000162604,0.000242428,0.0002336742,0.002351042,0.9768692,0.001798878,0.003992179,0.007241839,0.001539671],"study_design_scores_gemma":[0.001481547,0.0005264829,0.502112,0.001931263,0.0002226454,0.0003336622,0.0004091754,0.2567407,0.01240947,0.000341358,0.2223277,0.001163886],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9898425,0.0005451793,0.004596605,0.0001932389,0.0005898449,0.0001062016,0.000008282308,0.00002967562,0.004088417],"genre_scores_gemma":[0.999309,0.000018785,0.0003137598,0.00005283188,0.0001663107,0.00000127006,0.000001589618,0.00005215577,0.00008431666],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7201285,"threshold_uncertainty_score":0.8642877,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2924080478","doi":"10.1080/21664250.2019.1586288","title":"Debris transport over a sloped surface in tsunami-like flow conditions","year":2019,"lang":"en","type":"article","venue":"Coastal Engineering Journal","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Waseda University","keywords":"Debris; Debris flow; Entrainment (biomusicology); Geology; Geotechnical engineering; Landslide; Oceanography","retraction":null,"screen_n_in":null,"score":{"opus":0.003116506781002434,"gpt":0.1809501295541437,"spread":0.1778336227731413,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001915126,0.0002388441,0.0002814486,0.0001857386,0.00003646085,0.00004891103,0.0001447113,0.000109401,0.000351674],"category_scores_gemma":[0.00001189663,0.0002552367,0.000126571,0.0002879439,0.00001170141,0.0003247854,0.0000153041,0.0006445321,0.0001316003],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006979224,"about_ca_system_score_gemma":0.00003367142,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001274828,"about_ca_topic_score_gemma":0.00006461982,"domain_scores_codex":[0.9988468,0.00001457621,0.0003124985,0.0001488675,0.0002203116,0.0004569407],"domain_scores_gemma":[0.9995246,0.00006711802,0.00002526332,0.0001734941,0.00002815342,0.0001813963],"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":[0.00000762375,0.00001911642,0.01508766,0.00008543798,0.0000381594,0.0001664846,0.0001740013,0.9723944,0.01136841,0.00004157155,0.000216793,0.0004003188],"study_design_scores_gemma":[0.001514127,0.00006989991,0.2231677,0.0002740753,0.00001953366,0.0003123476,0.00003180481,0.7688518,0.0008062197,0.00002648911,0.004463242,0.0004627782],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9828494,0.0002958967,0.01402192,0.00001281697,0.001187328,0.000161243,0.00003039827,0.0002227993,0.001218207],"genre_scores_gemma":[0.9980742,0.00008638117,0.001342659,0.00002417843,0.000103894,0.000004275872,0.00002233109,0.00007199497,0.0002701358],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.20808,"threshold_uncertainty_score":0.99999,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3109470170","doi":"10.1061/(asce)ww.1943-5460.0000620","title":"Engineering Lessons from September 28, 2018 Indonesian Tsunami: Scouring Mechanisms and Effects on Infrastructure","year":2020,"lang":"en","type":"article","venue":"Journal of Waterway Port Coastal and Ocean Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa; Institut National de la Recherche Scientifique","funders":"","keywords":"Masonry; Infill; Context (archaeology); Forensic engineering; Geology; Field survey; Civil engineering; Engineering; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004108723970488552,"gpt":0.1728347846910751,"spread":0.1687260607205866,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001391204,0.0003932266,0.0005146909,0.0001866801,0.00005067903,0.0001009394,0.0001299127,0.0001480979,0.00001272939],"category_scores_gemma":[0.00003245008,0.0003440979,0.0001046554,0.0001376561,0.00001518402,0.0003252113,0.0000817881,0.0006048151,0.000005578414],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002642992,"about_ca_system_score_gemma":0.00001305892,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003630333,"about_ca_topic_score_gemma":0.000001637103,"domain_scores_codex":[0.9987041,0.00001368144,0.0004136425,0.0002233741,0.0002701624,0.0003750174],"domain_scores_gemma":[0.9992234,0.0001055781,0.00008576191,0.0001168312,0.00003271058,0.000435759],"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":[0.00008639572,0.00002337838,0.002652133,0.0013309,0.0005759415,0.001228616,0.001518432,0.6998368,0.2836615,0.0001846274,0.0008648125,0.008036496],"study_design_scores_gemma":[0.004651698,0.001433501,0.07470649,0.002719468,0.0004108918,0.0009208043,0.0002518519,0.5458859,0.3591857,0.0004336128,0.007245484,0.002154665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.976805,0.0004388063,0.02166607,0.000156661,0.0005676381,0.0001210662,0.00001939269,0.0001519504,0.00007345228],"genre_scores_gemma":[0.9963562,0.000133947,0.002736712,0.00008624871,0.000577117,8.096501e-7,0.000007653243,0.00008977226,0.0000114798],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1539509,"threshold_uncertainty_score":0.9999011,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2746344244","doi":"10.3390/geosciences7030074","title":"Experimental Investigation of Debris-Induced Loading in Tsunami-Like Flood Events","year":2017,"lang":"en","type":"article","venue":"Geosciences","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Waseda University; Ministry of Education, Culture, Sports, Science and Technology","keywords":"Debris; Debris flow; Flood myth; Geotechnical engineering; Geology; Drag; Environmental science; Engineering; Geography; Oceanography; Aerospace engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02116911261508916,"gpt":0.2552828580507547,"spread":0.2341137454356656,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002225681,0.00007988314,0.0001093082,0.00008585549,0.0001223547,0.00003974321,0.0002608444,0.00003980065,0.00001031621],"category_scores_gemma":[0.00003720739,0.00007617276,0.00002487367,0.0000947486,0.0000711969,0.0004017444,0.00003775374,0.00006046323,0.00001493016],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001981637,"about_ca_system_score_gemma":0.00001764153,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003525761,"about_ca_topic_score_gemma":0.0001826534,"domain_scores_codex":[0.999359,0.00001724575,0.0001346888,0.0001336579,0.0001703952,0.0001849983],"domain_scores_gemma":[0.9996752,0.00002158943,0.00004924706,0.0001951532,0.000009259856,0.00004959942],"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":[0.000003010293,0.00002353527,0.3004959,0.00004282763,0.000007251112,0.000006899709,0.001768332,0.0006534192,0.691772,0.0001287433,0.0000373134,0.005060762],"study_design_scores_gemma":[0.0002364581,0.00005159408,0.5509934,0.00007366668,0.000002089135,0.000001673471,0.0001644336,0.01239668,0.4357474,0.0002077402,0.00001807761,0.0001067891],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977171,0.0001589201,0.00003958103,0.00001590768,0.0005463873,0.00009147053,0.000001153809,0.00003535767,0.001394107],"genre_scores_gemma":[0.9997138,0.00000744732,0.0002016309,0.0000107513,0.00002570887,0.000008630306,0.000001074542,0.000005732114,0.00002524069],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2560246,"threshold_uncertainty_score":0.3106235,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335560513","doi":"10.1142/9789812791306_0113","title":"BREAKING WAVE CHARACTERISTICS FOR THE LOADING OF A SLENDER PILE","year":2003,"lang":"en","type":"article","venue":"","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Canada Excellence Research Chairs, Government of Canada; Deutsche Forschungsgemeinschaft","keywords":"Pile; Geology; Geotechnical engineering; Structural engineering; Computer science; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01591019498040005,"gpt":0.2041861903104057,"spread":0.1882759953300056,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001182269,0.00006395255,0.00009086693,0.00001980883,0.00003419715,0.00001110056,0.00003609339,0.00002969396,0.00007266882],"category_scores_gemma":[0.00004461406,0.00004451355,0.0000445095,0.00005217319,0.00001028832,0.00003319852,0.000004441907,0.00004753069,0.000007386925],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000007427331,"about_ca_system_score_gemma":0.00000508229,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002939824,"about_ca_topic_score_gemma":0.000003273737,"domain_scores_codex":[0.9996555,0.000007341619,0.0001028189,0.00005275039,0.00004789987,0.0001336582],"domain_scores_gemma":[0.9995829,0.000248192,0.0000155473,0.0001157622,0.00001940788,0.00001820652],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007618716,0.0002292812,0.01040999,0.003095838,0.00150808,0.00003602793,0.005720051,0.02006613,0.1719341,0.3619197,0.01667549,0.4083292],"study_design_scores_gemma":[0.001951825,0.0002316248,0.0374952,0.0002119477,0.0002211429,0.00007495478,0.0005897723,0.4800712,0.3497879,0.002515692,0.1259584,0.0008903612],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5478656,0.0004979488,0.3885327,0.000041164,0.0009653621,0.0006177129,0.00001910702,0.0002524753,0.0612079],"genre_scores_gemma":[0.9984069,0.0000168725,0.001253179,0.00003477791,0.0000403954,0.00001406193,0.000001614689,0.00001623486,0.0002159035],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4600051,"threshold_uncertainty_score":0.181521,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2478650781","doi":"10.1061/(asce)hy.1943-7900.0001199","title":"Nonintrusive Spatiotemporal <i>Smart Debris</i> Tracking in Turbulent Flows with Application to Debris-Laden Tsunami Inundation","year":2016,"lang":"en","type":"article","venue":"Journal of Hydraulic Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Debris; Context (archaeology); Inertial measurement unit; Flood myth; Marine engineering; Match moving; Geology; Computer science; Environmental science; Engineering; Motion (physics); Geography; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.003802913068132226,"gpt":0.197384455104004,"spread":0.1935815420358717,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003216665,0.0002344729,0.000328042,0.0004104331,0.00002764966,0.00004388173,0.0001794894,0.00009251803,0.00001031515],"category_scores_gemma":[0.00006252882,0.0001768659,0.00007212284,0.000379619,0.000008567672,0.0005069305,0.00001723889,0.0002622549,0.00002985642],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002519462,"about_ca_system_score_gemma":0.00003916075,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002387899,"about_ca_topic_score_gemma":0.0001128695,"domain_scores_codex":[0.9986445,0.00002125195,0.0005284335,0.0001624208,0.0003149315,0.0003284256],"domain_scores_gemma":[0.9993069,0.0001142616,0.0001207495,0.0001881972,0.00009690501,0.0001730196],"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":[0.00005447591,0.00003412115,0.004249811,0.0001008866,0.00007894477,0.000137626,0.0005525922,0.8649068,0.08512469,0.00004973467,0.000177833,0.04453246],"study_design_scores_gemma":[0.006280862,0.001190065,0.1969145,0.004090793,0.0001558596,0.001515173,0.0001254311,0.5194699,0.2404435,0.0001267566,0.02774098,0.001946131],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7268267,0.0001759273,0.2720896,0.000332032,0.0001571315,0.0002139922,0.000001191939,0.00007430823,0.0001290903],"genre_scores_gemma":[0.9953244,0.0000656222,0.004194946,0.00006190357,0.0002565789,0.00002208491,0.000002444082,0.00006237302,0.000009696195],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3454369,"threshold_uncertainty_score":0.7212381,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3085499994","doi":"10.1016/j.coastaleng.2020.103777","title":"The impact of tsunami wave force on elevated coastal structures","year":2020,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Faculty of Engineering, McGill University","keywords":"Froude number; Slab; Geology; Normalization (sociology); Moment (physics); Seismology; Mechanics; Computer simulation; Geotechnical engineering; Geodesy; Physics; Geophysics; Classical mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.008335770843549306,"gpt":0.2029641266792409,"spread":0.1946283558356915,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006333573,0.0002454521,0.0002242926,0.00004743132,0.00004991022,0.00003840351,0.0001481506,0.0000714038,0.00001820457],"category_scores_gemma":[0.0001064769,0.0001803115,0.0001595502,0.0002444978,0.00002674952,0.00008082696,0.00005166295,0.0002835313,0.00001262277],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002166564,"about_ca_system_score_gemma":0.00001720938,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002170202,"about_ca_topic_score_gemma":0.00001261844,"domain_scores_codex":[0.9991009,0.00001173697,0.0002147053,0.0001425568,0.000177507,0.0003526305],"domain_scores_gemma":[0.9994161,0.0001742674,0.00002895336,0.0001987297,0.00003096243,0.0001510493],"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":[0.00003564163,0.000004975775,0.0001047917,0.00008761021,0.0001256868,0.00001754584,0.000201214,0.8952008,0.0993182,0.0006569662,0.0003362607,0.003910329],"study_design_scores_gemma":[0.0005052692,0.0003820335,0.0130155,0.000050822,0.00001430073,0.00001192172,0.00003830123,0.9280893,0.05713052,0.00007832732,0.0003893304,0.0002943268],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9890962,0.0001827751,0.008593413,0.0000255623,0.0002096072,0.0001984511,0.00008293131,0.0004174566,0.001193656],"genre_scores_gemma":[0.9996116,0.00002682883,0.0001063862,0.00001069479,0.000127248,0.000006655266,0.00002018788,0.00006252943,0.00002782755],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04218768,"threshold_uncertainty_score":0.735289,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3181462941","doi":"10.1080/21664250.2021.1949920","title":"Experimental and numerical investigation on tsunami run-up flow around coastal buildings","year":2021,"lang":"en","type":"article","venue":"Coastal Engineering Journal","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Strategic International Collaborative Research Program; Japan Society for the Promotion of Science","keywords":"Flow (mathematics); Front (military); Momentum (technical analysis); Flow velocity; Geology; Point (geometry); Stability (learning theory); Marine engineering; Mechanics; Geotechnical engineering; Engineering; Geometry; Computer science; Physics; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.009248441133993937,"gpt":0.2027497892732238,"spread":0.1935013481392298,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001439228,0.0002859562,0.0002560805,0.0001304784,0.0001271796,0.0002372315,0.00009060404,0.0001064639,0.00004578873],"category_scores_gemma":[0.00007736679,0.0003059405,0.00009337631,0.0002093766,0.00003544776,0.0003044882,0.00006438656,0.0006044487,0.00002225714],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006268769,"about_ca_system_score_gemma":0.00004034411,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003927333,"about_ca_topic_score_gemma":0.000002362156,"domain_scores_codex":[0.9987926,0.00002748743,0.0002720974,0.0002145093,0.0002964997,0.0003967878],"domain_scores_gemma":[0.9993286,0.00008978146,0.00003446592,0.0001432832,0.00004976894,0.0003541675],"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":[0.00003014582,0.00005490234,0.0008379045,0.0001284123,0.0001472297,0.0005922823,0.0008136668,0.5628095,0.4225596,0.0007389248,0.001020497,0.01026691],"study_design_scores_gemma":[0.001393719,0.0002642418,0.004025062,0.0003129506,0.00003001197,0.002427323,0.0002782673,0.7849763,0.2014342,0.00008682271,0.004147099,0.000623981],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9181697,0.0008898771,0.07876126,0.00006274298,0.001412901,0.00007421889,0.00001409874,0.0002499619,0.0003652456],"genre_scores_gemma":[0.9951088,0.00004330908,0.004120407,0.00006090948,0.0004645333,0.000006886818,0.0000202069,0.00007279174,0.0001021667],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2221668,"threshold_uncertainty_score":0.9999393,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3040878964","doi":"10.2112/jcoastres-d-19-00181.1","title":"Numerical Modeling of Tsunami-Induced Scouring around a Square Column: Performance Assessment of FLOW-3D and Delft3D","year":2020,"lang":"en","type":"article","venue":"Journal of Coastal Research","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Ottawa","funders":"","keywords":"Square (algebra); Flume; Flow (mathematics); Water column; Geology; Numerical modeling; Numerical models; Computer simulation; Breakwater; Turbulence; Geotechnical engineering; Hydrostatic equilibrium; Hydrology (agriculture); Environmental science; Oceanography; Geography; Engineering; Mechanics; Meteorology; Simulation; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.06464161433020689,"gpt":0.3399254503675153,"spread":0.2752838360373084,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001083519,0.000116523,0.0003905036,0.0002019662,0.00006244871,0.00004057003,0.0001867395,0.00007085636,0.00001537348],"category_scores_gemma":[0.0001608376,0.0001084392,0.00008331853,0.0003792677,0.00005017523,0.0002811413,0.00009534237,0.0007867062,0.000001555969],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004478222,"about_ca_system_score_gemma":0.000181629,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002594426,"about_ca_topic_score_gemma":0.00001021825,"domain_scores_codex":[0.9979659,0.0001075354,0.0005214817,0.0001101609,0.000980309,0.0003145942],"domain_scores_gemma":[0.9988941,0.0002233618,0.00009502825,0.0001148586,0.0004384687,0.0002342127],"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":[0.000218135,0.00009302908,0.01029233,0.001871972,0.0001623425,0.00011027,0.0009400732,0.9027169,0.05533541,0.00004168656,0.0000531742,0.02816472],"study_design_scores_gemma":[0.0006663201,0.001085632,0.005387301,0.000438437,0.00001149755,0.00004074855,0.0003226766,0.9864628,0.005448343,0.00002302986,0.00002336051,0.00008989238],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9841061,0.0003183841,0.01424535,0.00008656011,0.00006470649,0.0001344502,0.000004363752,0.00001094145,0.001029167],"genre_scores_gemma":[0.9968295,0.0002309822,0.002758791,0.000006295893,0.0001409967,0.000002322033,7.908537e-7,0.00002538282,0.00000500537],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0837459,"threshold_uncertainty_score":0.4422024,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2157541315","doi":"10.1061/(asce)nh.1527-6996.0000029","title":"Wood Frame Building Response to Rapid-Onset Flooding","year":2010,"lang":"en","type":"article","venue":"Natural Hazards Review","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flood myth; Flooding (psychology); Natural disaster; Shore; Frame (networking); Natural hazard; Emergency response; Civil engineering; Natural (archaeology); Forensic engineering; Environmental science; Environmental resource management; Engineering; Geography; Geology; Meteorology","retraction":null,"screen_n_in":null,"score":{"opus":0.005646873936886911,"gpt":0.2616032697676318,"spread":0.2559563958307449,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001008902,0.0002761779,0.0004505068,0.0001291919,0.00008674191,0.00005905564,0.0002977986,0.000149466,0.0002471124],"category_scores_gemma":[0.0009529662,0.0002388124,0.0001878022,0.0005322822,0.00002041724,0.00016974,0.00006380989,0.0009786785,0.0005804336],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000397965,"about_ca_system_score_gemma":0.00003320091,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003267707,"about_ca_topic_score_gemma":0.00001012726,"domain_scores_codex":[0.9985777,0.0001150258,0.0003112291,0.0002708836,0.0002795361,0.0004456282],"domain_scores_gemma":[0.9989119,0.0002903861,0.00003323851,0.000485277,0.00006274514,0.0002164164],"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":[0.00004985552,0.00002027859,0.00006978006,0.003803104,0.00009203949,0.00008039982,0.0001127389,0.000184167,0.1458951,0.0001850599,0.02717964,0.8223278],"study_design_scores_gemma":[0.0004644208,0.0001224569,0.003401259,0.005527368,0.0001078687,0.000200346,0.000006189866,0.003086969,0.0170108,0.00008284952,0.9690924,0.0008970425],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8800188,0.1152151,0.00009878917,0.0008232692,0.001776806,0.0006015006,0.0000139199,0.0004927451,0.000959055],"genre_scores_gemma":[0.9881274,0.006795501,0.003228465,0.001395403,0.0002264657,0.00004914234,0.000007663145,0.00005454697,0.0001154728],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.9419128,"threshold_uncertainty_score":0.9738489,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3196425904","doi":"10.1007/s13753-021-00365-3","title":"Tourism Developments Increase Tsunami Disaster Risk in Pangandaran, West Java, Indonesia","year":2021,"lang":"en","type":"article","venue":"International Journal of Disaster Risk Science","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Tourism; Natural hazard; Quarter (Canadian coin); Geography; Forensic engineering; Engineering; Meteorology; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.004541996299276963,"gpt":0.2292205053291458,"spread":0.2246785090298688,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009402413,0.0001863866,0.0002382542,0.0004277094,0.00008241918,0.0002577424,0.0007102939,0.00005829416,0.00007939348],"category_scores_gemma":[0.0003495451,0.0001643127,0.0001013219,0.0005121903,0.0001546689,0.001020009,0.0001451046,0.0004651923,0.00006744708],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001971278,"about_ca_system_score_gemma":0.0002473632,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005986029,"about_ca_topic_score_gemma":0.0002488393,"domain_scores_codex":[0.9977113,0.0001081417,0.0005865322,0.0002260225,0.001040465,0.0003275188],"domain_scores_gemma":[0.9988,0.0001556296,0.0002363984,0.0001818904,0.0004260343,0.0002000853],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0000880564,0.0001968364,0.9082558,0.00001908835,0.0001445853,0.00130865,0.004304921,0.008557625,0.005601577,0.00007572173,0.0002409343,0.07120626],"study_design_scores_gemma":[0.001644406,0.0000493046,0.9857266,0.0002778906,0.00002642654,0.0003753001,0.000513736,0.003725191,0.005981373,0.0004457104,0.0009612264,0.00027283],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936864,0.0003102936,0.002707756,0.00007811705,0.001619762,0.00006237005,0.00002926791,0.00001910173,0.001486904],"genre_scores_gemma":[0.9980847,0.0002867676,0.001229355,0.00008652305,0.0002230947,0.000003095088,0.000004007765,0.00001835642,0.00006406003],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07747086,"threshold_uncertainty_score":0.6700477,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4286510207","doi":"10.1016/j.coastaleng.2022.104178","title":"Collapse processes and associated loading of square light-frame timber structures due to bore-type waves","year":2022,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Institut National de la Recherche Scientifique","funders":"Volkswagen Foundation","keywords":"Square (algebra); Frame (networking); Geology; Type (biology); Geometry; Computer science; Telecommunications; Mathematics; Paleontology","retraction":null,"screen_n_in":null,"score":{"opus":0.004283924624716442,"gpt":0.1869683947927433,"spread":0.1826844701680269,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009784188,0.0001862604,0.0002593651,0.0001161275,0.00008688108,0.00003194816,0.000109236,0.00005310044,0.00003254071],"category_scores_gemma":[0.0001884691,0.000206046,0.00003084336,0.0005990897,0.000008636262,0.00009072449,0.0001549239,0.0002050978,0.000002611299],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004090649,"about_ca_system_score_gemma":0.00002048881,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001655018,"about_ca_topic_score_gemma":0.0000453432,"domain_scores_codex":[0.9991428,0.000012658,0.0001807029,0.0001654528,0.0001966319,0.0003017248],"domain_scores_gemma":[0.9995843,0.00009657547,0.00002650337,0.0001319142,0.00005681664,0.0001039435],"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":[0.00002127265,0.00002216473,0.0009371843,0.000749011,0.0001497263,0.00006664271,0.002241899,0.9327224,0.06129843,0.000167222,0.0008515071,0.0007725132],"study_design_scores_gemma":[0.003800844,0.002378564,0.08188691,0.001061681,0.000257381,0.0004588093,0.003416616,0.5325465,0.3372181,0.0005631192,0.03227619,0.004135228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969796,0.0009333065,0.0008872592,0.0000205966,0.0003391716,0.0001958361,0.00007762735,0.0002936472,0.0002729675],"genre_scores_gemma":[0.9993709,0.00001059282,0.0003986503,0.00001405446,0.00004786402,0.00002205714,0.00002395295,0.00005727267,0.00005468687],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4001759,"threshold_uncertainty_score":0.840231,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4405311100","doi":"10.1016/j.coastaleng.2024.104676","title":"Full-scale tsunami-induced scour around a circular pile with three-dimensional seepage","year":2024,"lang":"en","type":"article","venue":"Coastal Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"National Supercomputing Centre Singapore; Singapore's National Water Agency; Public Utilities Board - Singapore; Ministry of Education - Singapore; National Research Foundation Singapore; Canada Foundation for Innovation","keywords":"Pile; Geology; Geotechnical engineering; Scale (ratio); Geomorphology; Seismology; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.00545809684564248,"gpt":0.1799191237299991,"spread":0.1744610268843567,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001334157,0.0003463817,0.0002631062,0.0001896888,0.00005645789,0.0001367051,0.0001300102,0.0001180647,0.00004645928],"category_scores_gemma":[0.00000984334,0.0003274485,0.0001062959,0.0004099297,0.00002536334,0.0002924959,0.00005480369,0.0004390591,0.0001905008],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006347406,"about_ca_system_score_gemma":0.00004046075,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002491308,"about_ca_topic_score_gemma":0.0001850588,"domain_scores_codex":[0.9986522,0.000008028506,0.0001984079,0.0003310042,0.0003063892,0.0005040165],"domain_scores_gemma":[0.9994099,0.00008592724,0.00001071155,0.0002874431,0.00002774639,0.0001783382],"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":[0.0000230614,0.00002347232,0.0001000679,0.0008792491,0.0002335528,0.0009164966,0.0001764544,0.7816488,0.211575,0.0003026276,0.0002087401,0.003912496],"study_design_scores_gemma":[0.0003541288,0.0001767507,0.001519845,0.0005431056,0.00005095992,0.0003310371,0.00002572133,0.9881374,0.006253662,0.00003629507,0.002020383,0.0005507182],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9401039,0.001296248,0.05501205,0.00001976196,0.000776095,0.0002306019,0.00002224261,0.001652948,0.0008861646],"genre_scores_gemma":[0.9982819,0.000007305885,0.001080608,0.00001301073,0.00031178,0.0000438093,0.00003072823,0.0001501615,0.00008068283],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2064886,"threshold_uncertainty_score":0.9999177,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2966941958","doi":"10.3390/jmse7080262","title":"Experimental Study on Extreme Hydrodynamic Loading on Pipelines Part 2: Induced Force Analysis","year":2019,"lang":"en","type":"article","venue":"Journal of Marine Science and Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; Federal Emergency Management Agency","keywords":"Flume; Pipeline transport; Storm surge; Environmental science; Geotechnical engineering; Lift (data mining); Coastal flood; Surge; Geology; Marine engineering; Storm; Flow (mathematics); Engineering; Climate change; Oceanography; Sea level rise","retraction":null,"screen_n_in":null,"score":{"opus":0.01325890489912189,"gpt":0.2304527143114275,"spread":0.2171938094123056,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006856674,0.0001699076,0.0002952791,0.0007732562,0.00005389105,0.00008345658,0.0001931925,0.00003037995,0.00002315911],"category_scores_gemma":[0.00006279181,0.0001420861,0.00007938317,0.0008919552,0.00001639664,0.0003458007,0.00006615819,0.0002401075,0.00001148168],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009122575,"about_ca_system_score_gemma":0.00001832699,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004679916,"about_ca_topic_score_gemma":0.0000021726,"domain_scores_codex":[0.9987686,0.000009444801,0.0002824268,0.0001692729,0.0005039092,0.0002663351],"domain_scores_gemma":[0.9994965,0.00007209733,0.00005895551,0.0001795741,0.00005946351,0.0001334461],"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":[0.00003355149,0.0001738674,0.01930914,0.00003485718,0.0002485705,0.00005640913,0.000563617,0.6402382,0.3340353,0.00005820584,0.0000185766,0.005229703],"study_design_scores_gemma":[0.00129159,0.002326085,0.1738867,0.0001475092,0.0001505655,0.00004738734,0.0006685358,0.768392,0.05250993,0.00001125633,0.00009988629,0.0004685445],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979139,0.0000380864,0.0001357759,0.00001106376,0.0005694018,0.0001136422,3.420234e-7,0.00004150286,0.001176275],"genre_scores_gemma":[0.9996898,0.000009160464,0.00009634441,0.00001668848,0.0001191751,0.000002044271,3.278646e-7,0.00001617048,0.00005025102],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2815254,"threshold_uncertainty_score":0.5794103,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2075664614","doi":"10.1177/1077546313495074","title":"The response of structures equipped with tuned liquid dampers of complex geometry","year":2013,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Slosh dynamics; Nonlinear system; Displacement (psychology); Structural engineering; Thermoluminescent dosimeter; Damper; Wave loading; Frequency response; Mechanics; Engineering; Physics; Optics; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004342484539760502,"gpt":0.1919899556897909,"spread":0.1876474711500304,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002323819,0.00005890941,0.0001656842,0.00007060968,0.00003158475,0.00002356619,0.00005551325,0.00002836128,0.00003429583],"category_scores_gemma":[0.00006268218,0.00003340411,0.00003689589,0.0000691586,0.00004473965,0.0001353772,0.000003510162,0.00007549352,4.960418e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000005424294,"about_ca_system_score_gemma":0.00001995167,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003922272,"about_ca_topic_score_gemma":0.000004525453,"domain_scores_codex":[0.9994512,0.00007000421,0.0002450123,0.00002858904,0.0001340238,0.00007114129],"domain_scores_gemma":[0.9993247,0.0003037041,0.0001479968,0.00006874905,0.0001141805,0.00004063934],"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":[0.002139135,0.00001014591,0.0005978636,0.00003353803,0.0001543474,0.000001945621,0.0002145592,0.004490105,0.9883193,0.0002755083,0.0001661355,0.003597417],"study_design_scores_gemma":[0.01083057,0.006333893,0.6891251,0.0001809057,0.0001745185,0.0001226119,0.001253931,0.04981876,0.2402579,0.0007145081,0.0008880233,0.0002992899],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9929143,0.0004035004,0.006153413,0.0002823229,0.00004678829,0.0001017692,0.000002176583,0.000005345129,0.00009044367],"genre_scores_gemma":[0.999653,0.000042638,0.0001965535,0.0000578363,0.00003191873,0.000001262555,3.611368e-7,0.000006073195,0.00001029538],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7480614,"threshold_uncertainty_score":0.136218,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2965887274","doi":"10.3390/jmse7080251","title":"Experimental Study on Extreme Hydrodynamic Loading on Pipelines. Part 1: Flow Hydrodynamics","year":2019,"lang":"en","type":"article","venue":"Journal of Marine Science and Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Pipeline transport; Flood myth; Flooding (psychology); Environmental science; Flow (mathematics); Coastal flood; Flow conditions; Forcing (mathematics); Hydrology (agriculture); Geotechnical engineering; Geology; Oceanography; Mechanics; Sea level rise; Environmental engineering; Climate change; Geography; Atmospheric sciences","retraction":null,"screen_n_in":null,"score":{"opus":0.009149631976915578,"gpt":0.2098067211788096,"spread":0.200657089201894,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007469038,0.0002127743,0.000274652,0.0004364393,0.00006182203,0.00009069194,0.0002367066,0.0000378143,0.00002384729],"category_scores_gemma":[0.0000679743,0.0001834046,0.00005725574,0.0003924201,0.00003103112,0.0003935843,0.00008731198,0.0003357455,0.00002791941],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001477464,"about_ca_system_score_gemma":0.00002755122,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002462175,"about_ca_topic_score_gemma":0.000001252966,"domain_scores_codex":[0.9985593,0.000009611001,0.0003191066,0.0001935448,0.000583363,0.0003350938],"domain_scores_gemma":[0.9994395,0.0000715109,0.00005770925,0.0002070136,0.00005999568,0.0001642506],"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":[0.00002813754,0.000168617,0.003321603,0.00004233665,0.00003535392,0.0000744775,0.0003351743,0.920311,0.06882434,0.00005536942,0.00004527335,0.006758369],"study_design_scores_gemma":[0.0008361727,0.001231675,0.0174222,0.0001405376,0.0000133323,0.00007969046,0.0001997726,0.9741257,0.005424618,0.000008323192,0.0002536162,0.0002643985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961495,0.00006308393,0.0001761529,0.00001590444,0.001333356,0.0001574856,7.009145e-7,0.00006144661,0.002042403],"genre_scores_gemma":[0.9993784,0.0000224309,0.0003011299,0.00002118602,0.0001901687,0.000002351142,4.918449e-7,0.00002878221,0.00005501985],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06339972,"threshold_uncertainty_score":0.7479021,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1544882591","doi":"10.1017/cbo9780511740367.011","title":"Tsunami hazard assessment related to slope failures in coastal waters","year":2012,"lang":"en","type":"book-chapter","venue":"Cambridge University Press eBooks","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Simon Fraser University","funders":"","keywords":"Landslide; Subaerial; Tsunami wave; Hazard analysis; Hazard; Geology; Coastal hazards; Forensic engineering; Seismology; Oceanography; Engineering; Sea level rise; Climate change","retraction":null,"screen_n_in":null,"score":{"opus":0.009281913364333256,"gpt":0.1900696493504675,"spread":0.1807877359861343,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001468093,0.0005032435,0.00051696,0.0003983781,0.0000773814,0.00004559823,0.0003603431,0.000482308,0.00001382349],"category_scores_gemma":[0.000003633229,0.0006032184,0.0001771259,0.00001982584,0.00007624576,0.0001421553,0.0002714151,0.0007809181,0.00009577533],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003080108,"about_ca_system_score_gemma":0.00004878241,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001279917,"about_ca_topic_score_gemma":0.00005996618,"domain_scores_codex":[0.9984858,0.00004419125,0.0002524804,0.0003990044,0.0002775829,0.0005409338],"domain_scores_gemma":[0.999038,0.00006171899,0.00006170617,0.0004771646,0.0000532529,0.0003081814],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001700342,0.00005048447,0.0004811784,0.0009260603,0.0010523,0.002848584,0.0008271771,0.00604535,0.001579268,0.9201796,0.04614364,0.01969632],"study_design_scores_gemma":[0.0009441372,0.00008098909,0.001852405,0.0004352024,0.0001533762,0.0000185736,0.00004166814,0.0006308755,0.0005301486,0.000007603053,0.9943302,0.0009747868],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.01263078,0.0001230536,0.0002998061,0.00001660875,0.0004686286,0.0006656258,0.0001735764,0.0003911112,0.9852308],"genre_scores_gemma":[0.2637739,0.00007851808,0.0001742292,0.00002663349,0.00005554227,0.000002362348,0.0001124706,0.0001054741,0.7356709],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.9481866,"threshold_uncertainty_score":0.9996419,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4404984737","doi":"10.1016/j.oceaneng.2024.119765","title":"Field survey of the 2024 Noto Peninsula Earthquake and Tsunami in Japan: Characteristics of damage patterns to coastal communities","year":2024,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Japan Society for the Promotion of Science","keywords":"Peninsula; Field survey; Seismology; Geology; Field (mathematics); Geography; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.007529733252796857,"gpt":0.1994457723278688,"spread":0.1919160390750719,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002442616,0.0001500393,0.0002357207,0.0001492735,0.00001421338,0.00003072339,0.0001476673,0.00006142923,0.00001817718],"category_scores_gemma":[0.00006705457,0.000135554,0.00003992174,0.0002812714,0.00001698324,0.00007049486,0.00009862572,0.0002726775,0.000002227072],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000009956832,"about_ca_system_score_gemma":0.00001003671,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005300778,"about_ca_topic_score_gemma":0.001155735,"domain_scores_codex":[0.999338,0.00003164655,0.0002479948,0.00008674158,0.0001135764,0.0001820149],"domain_scores_gemma":[0.9992759,0.0003986245,0.00001482537,0.0002415377,0.00002307801,0.0000459856],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0000216278,0.0000310681,0.9289635,0.003654337,0.0001155319,0.00003087196,0.006095282,0.0455717,0.005838986,0.0003571037,0.0002404157,0.009079564],"study_design_scores_gemma":[0.00009045475,0.00005589602,0.8756852,0.0006904146,0.000008612918,0.00000428841,0.0001132457,0.1204035,0.002682188,0.000001900081,0.000129819,0.0001345198],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980878,0.0001603624,0.0007734832,0.00001647881,0.0004286624,0.0001438308,0.0001832927,0.00006694365,0.0001391474],"genre_scores_gemma":[0.9997525,0.00005117344,0.00004947217,0.00001157674,0.00002572026,0.000003083454,0.00001699676,0.00003764407,0.00005180856],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07483178,"threshold_uncertainty_score":0.5527732,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4283268805","doi":"10.3390/fluids7070213","title":"Tsunami-Induced Bore Propagating over a Canal—Part 1: Laboratory Experiments and Numerical Validation","year":2022,"lang":"en","type":"article","venue":"Fluids","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University; University of Ottawa","funders":"","keywords":"Turbulence; Geology; Dissipation; Computer simulation; Mechanics; Mean squared error; Jet (fluid); Geotechnical engineering; Physics; Mathematics; Statistics","retraction":null,"screen_n_in":null,"score":{"opus":0.01011812547090557,"gpt":0.2251929653891494,"spread":0.2150748399182438,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001442826,0.000119683,0.0001242495,0.00005466118,0.0001571037,0.00003278605,0.00006446115,0.00003346643,0.0002292947],"category_scores_gemma":[0.00002037793,0.0001312036,0.00002283798,0.0002267184,0.000009353636,0.0001136148,0.0000570427,0.0001738463,0.00001309196],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008805525,"about_ca_system_score_gemma":0.00003000225,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006135298,"about_ca_topic_score_gemma":0.000003504775,"domain_scores_codex":[0.9992096,0.00007003679,0.0001378692,0.0001650727,0.0002144295,0.0002029973],"domain_scores_gemma":[0.9997161,0.00002777845,0.00001642086,0.0001461774,0.00001656673,0.0000769337],"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":[0.00002675395,0.00009716464,0.0212868,0.0001805561,0.0001439584,0.0001034159,0.002439566,0.005007875,0.9426427,0.0004284944,0.01858665,0.009056004],"study_design_scores_gemma":[0.002833667,0.0008006056,0.04846739,0.0001124448,0.00009095898,0.00004528978,0.000967398,0.2042382,0.6608412,0.0001240564,0.07992998,0.001548742],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973976,0.0003537502,0.0002051208,0.00002001552,0.0003417138,0.0001691899,0.00001955778,0.0001894498,0.001303597],"genre_scores_gemma":[0.9994223,0.000003114553,0.0001197078,0.00008895025,0.0001066233,0.0001116026,0.00003268751,0.00003296954,0.0000821138],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2818015,"threshold_uncertainty_score":0.5350327,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W587157703","doi":"10.1016/s0967-0653(97)83337-6","title":"10.1016/s0967-0653(97)83337-6","year":2000,"lang":"en","type":"article","venue":"Time to knit","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false},"ca_institutions":"","funders":"","keywords":"Hindcast; Environmental science; Climatology; Oceanography; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.003875024885666916,"gpt":0.1504610706655206,"spread":0.1465860457798537,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.00007474139,0.000150516,0.0001502446,0.00005879662,0.00003951408,0.00003423668,0.0001346143,0.00006958391,0.9969445],"category_scores_gemma":[0.00001073913,0.0001547172,0.00005551082,0.0001749719,0.00001191826,0.00008941897,0.00001388664,0.0001200464,0.9997763],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002165084,"about_ca_system_score_gemma":0.00000633564,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007993987,"about_ca_topic_score_gemma":4.165828e-7,"domain_scores_codex":[0.9993017,0.0000173,0.0001217653,0.0001449313,0.0001206387,0.0002937202],"domain_scores_gemma":[0.9995443,0.00004235586,0.000006352274,0.0002534314,0.00001328594,0.0001402941],"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":[0.00001136422,0.00001153401,4.257473e-8,0.00001552982,0.00001957203,0.00001188943,0.00001710029,0.004713709,0.00002971007,6.809519e-7,0.05465417,0.9405147],"study_design_scores_gemma":[0.0001858756,0.000070206,0.0000140517,0.00002060706,0.00001086869,0.000006837311,2.942693e-7,0.003070868,0.0005316656,0.000006251191,0.9958826,0.0001998334],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.001449535,0.0001683482,0.000003669654,0.00003152307,0.000003238532,0.0001437916,0.000007291606,0.0005298039,0.9976628],"genre_scores_gemma":[0.001599843,6.743499e-7,0.00008070706,0.00001864457,0.0001591043,0.00001706859,0.00001209472,0.00004430654,0.9980676],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.9412284,"threshold_uncertainty_score":0.6309183,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4233092483","doi":"10.1193/1.2209175","title":"Performance of Structures in Thailand during the December 2004 Great Sumatra Earthquake and Indian Ocean Tsunami","year":2006,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; University of Ottawa","funders":"","keywords":"Masonry; Geology; Reinforced concrete; Seismology; Unreinforced masonry building; Forensic engineering; Geotechnical engineering; Civil engineering; Engineering; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.002995973442895991,"gpt":0.1747564819256904,"spread":0.1717605084827944,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002176164,0.0003335843,0.0003598104,0.0002232165,0.0001299397,0.00006852757,0.0001871299,0.0001450943,0.0001334055],"category_scores_gemma":[0.00001160923,0.0002662801,0.00008480463,0.0003889723,0.0001512203,0.0002335136,0.00003258177,0.0004143527,0.00002412829],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003199771,"about_ca_system_score_gemma":0.00002340575,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002309823,"about_ca_topic_score_gemma":0.004549549,"domain_scores_codex":[0.9983839,0.00005670742,0.0004135928,0.0002938778,0.0002795759,0.000572351],"domain_scores_gemma":[0.9993334,0.00009802098,0.00006484995,0.0003943604,0.0000223137,0.0000869958],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00006683717,0.00003725142,0.9443356,0.0005470891,0.00006420093,0.0001225877,0.001123415,0.04290477,0.002698482,0.0004970288,0.0003111231,0.007291654],"study_design_scores_gemma":[0.0008716342,0.00006918618,0.9870253,0.00009021751,0.00001414941,0.0001041244,0.00005287665,0.001940043,0.008868793,0.0002827722,0.0003754644,0.0003054554],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9925228,0.001496826,0.000006592899,0.00003676935,0.0001551607,0.000341338,0.00002005611,0.0001438993,0.005276535],"genre_scores_gemma":[0.9991426,0.0002106211,0.0001135925,0.00001388021,0.0001712632,0.000006489428,0.00001292652,0.00005580772,0.0002727539],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04268972,"threshold_uncertainty_score":0.999979,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3203289779","doi":"10.20965/jdr.2021.p1030","title":"Inter-Model Comparison for Tsunami Debris Simulation","year":2021,"lang":"en","type":"article","venue":"Journal of Disaster Research","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa; Institut National de la Recherche Scientifique","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Debris; Debris flow; Parametric statistics; Computer simulation; Geology; Simulation modeling; Marine engineering; Computer science; Meteorology; Simulation; Engineering; Statistics; Geography; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.125546757743271,"gpt":0.4269695593606516,"spread":0.3014228016173806,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000762186,0.0000780626,0.0002065446,0.0001634104,0.0000543887,0.00009287448,0.0001338602,0.00005989285,0.00003318543],"category_scores_gemma":[0.0002318113,0.0000693367,0.000120918,0.0001851964,0.00002407982,0.0002057389,0.0000370853,0.0003851761,0.00001960284],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006561784,"about_ca_system_score_gemma":0.00005505562,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.208762e-7,"about_ca_topic_score_gemma":0.00001952661,"domain_scores_codex":[0.9988489,0.0000911099,0.0003284485,0.00008223529,0.0003808741,0.0002684594],"domain_scores_gemma":[0.9987107,0.00050326,0.00004003178,0.0001443238,0.000494902,0.0001067892],"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":[0.000101541,0.0001200011,0.002458363,0.0002703303,0.0001170119,0.00003692568,0.001991056,0.9366237,0.01036504,0.0001692063,0.006387749,0.04135909],"study_design_scores_gemma":[0.0006156864,0.0001719074,0.0006280551,0.0001273498,0.00001228128,0.00001467058,0.0003936398,0.986946,0.005996481,0.001197059,0.003816907,0.00007993453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7944261,0.0005704415,0.2030894,0.0001278262,0.0001903796,0.0001120791,0.000004177539,0.00001439732,0.001465217],"genre_scores_gemma":[0.9976501,0.0000176703,0.001735496,0.00001752054,0.0001998087,0.000004176105,0.000003582707,0.00002480447,0.0003468726],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.203224,"threshold_uncertainty_score":0.2827469,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3211475134","doi":"10.32920/ryerson.14646663.v1","title":"Seismic design of liquid-containing concrete structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Slosh dynamics; Structural engineering; Freeboard; Bending; Seismic analysis; Buckling; Engineering; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01598199471403591,"gpt":0.2251229597068793,"spread":0.2091409649928434,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001506259,0.000265949,0.0004687019,0.0000877313,0.00001744164,0.00004455375,0.000185225,0.000315266,0.000205224],"category_scores_gemma":[0.00003569122,0.0002645851,0.0001298629,0.00006582517,0.00002590857,0.00004337264,0.0001634239,0.0004739894,0.000006596743],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002891605,"about_ca_system_score_gemma":0.00008154706,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006364143,"about_ca_topic_score_gemma":0.00000574113,"domain_scores_codex":[0.9990338,0.00007300558,0.0002822473,0.0002391925,0.0001475551,0.0002241952],"domain_scores_gemma":[0.9992577,0.0001678182,0.00005486649,0.000400222,0.00005721749,0.00006213777],"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":[0.00002120515,7.305268e-7,0.00005683729,0.0005486973,0.0002164747,0.00002864311,0.0004418876,0.9863888,0.01124438,0.0001199541,0.0001701312,0.0007622527],"study_design_scores_gemma":[0.0004948114,0.0002515839,0.001112655,0.0005944041,0.0001290641,0.00002223528,0.0002757376,0.6689991,0.3264169,0.0007111006,0.0001823961,0.0008099512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7926134,0.001633344,0.2014738,0.000007399834,0.0005908459,0.0002453249,0.000007500262,0.0002913828,0.00313708],"genre_scores_gemma":[0.988979,0.0001499411,0.0105481,0.00004610471,0.00009888726,0.00001838491,0.00004054488,0.00005305591,0.0000659744],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3173897,"threshold_uncertainty_score":0.9999806,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4289134399","doi":"10.3390/fluids7080258","title":"Experimental Investigation on the Impact of Dam-Break Induced Surges on a Vertical Wall","year":2022,"lang":"en","type":"article","venue":"Fluids","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University; University of Ottawa","funders":"China Scholarship Council","keywords":"Surge; Impact pressure; Hydrostatic pressure; Mechanics; Dynamic pressure; Breakup; Hydrostatic equilibrium; Geology; Pressure sensor; Turbulence; Flow (mathematics); Pressure measurement; Materials science; Meteorology; Physics; Geomorphology","retraction":null,"screen_n_in":null,"score":{"opus":0.0272461838395189,"gpt":0.2501141005310251,"spread":0.2228679166915062,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001252182,0.0000906913,0.00009400546,0.00004904273,0.00006203819,0.000009002436,0.00008390056,0.00002658313,0.0003119222],"category_scores_gemma":[0.00002489739,0.00006518573,0.00007021541,0.0001256714,0.00001779795,0.00003064258,0.00002496375,0.0001609441,0.00002684637],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008993274,"about_ca_system_score_gemma":0.0000180574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007367532,"about_ca_topic_score_gemma":9.792835e-7,"domain_scores_codex":[0.9994414,0.00007227466,0.00009733414,0.00008341197,0.0001764566,0.0001290604],"domain_scores_gemma":[0.9996295,0.0001439022,0.000006332251,0.0001702083,0.000006094214,0.00004394325],"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":[0.00004849448,0.0001133392,0.002110521,0.000009335387,0.00006369938,0.00000771722,0.00125955,0.01083069,0.976236,0.002331259,0.006559169,0.0004302631],"study_design_scores_gemma":[0.0003140857,0.00114627,0.05525727,0.00001942691,0.000005908542,0.000003888378,0.00009551136,0.02350445,0.9192678,0.000124872,0.0001315812,0.0001289268],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974198,0.00005169569,0.000002780618,0.0000710727,0.0001203156,0.0001209522,0.000005903079,0.00006610502,0.002141352],"genre_scores_gemma":[0.999795,8.956177e-7,0.00000282922,0.00008223289,0.00003223958,0.00004036117,0.00001179834,0.00001727076,0.00001742395],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05696816,"threshold_uncertainty_score":0.3415329,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4229788516","doi":"10.32920/ryerson.14646663","title":"Seismic design of liquid-containing concrete structures","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Slosh dynamics; Structural engineering; Freeboard; Seismic analysis; Bending; Buckling; Engineering; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01598199471403591,"gpt":0.2251229597068793,"spread":0.2091409649928434,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001506259,0.000265949,0.0004687019,0.0000877313,0.00001744164,0.00004455375,0.000185225,0.000315266,0.000205224],"category_scores_gemma":[0.00003569122,0.0002645851,0.0001298629,0.00006582517,0.00002590857,0.00004337264,0.0001634239,0.0004739894,0.000006596743],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002891605,"about_ca_system_score_gemma":0.00008154706,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006364143,"about_ca_topic_score_gemma":0.00000574113,"domain_scores_codex":[0.9990338,0.00007300558,0.0002822473,0.0002391925,0.0001475551,0.0002241952],"domain_scores_gemma":[0.9992577,0.0001678182,0.00005486649,0.000400222,0.00005721749,0.00006213777],"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":[0.00002120515,7.305268e-7,0.00005683729,0.0005486973,0.0002164747,0.00002864311,0.0004418876,0.9863888,0.01124438,0.0001199541,0.0001701312,0.0007622527],"study_design_scores_gemma":[0.0004948114,0.0002515839,0.001112655,0.0005944041,0.0001290641,0.00002223528,0.0002757376,0.6689991,0.3264169,0.0007111006,0.0001823961,0.0008099512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7926134,0.001633344,0.2014738,0.000007399834,0.0005908459,0.0002453249,0.000007500262,0.0002913828,0.00313708],"genre_scores_gemma":[0.988979,0.0001499411,0.0105481,0.00004610471,0.00009888726,0.00001838491,0.00004054488,0.00005305591,0.0000659744],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3173897,"threshold_uncertainty_score":0.9999806,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2065354558","doi":"10.1193/1.2206089","title":"Coastal Indian Lifelines after the 2004 Great Sumatra Earthquake and Indian Ocean Tsunami","year":2006,"lang":"en","type":"article","venue":"Earthquake Spectra","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Defence Research and Development Canada","funders":"","keywords":"Arable land; Port (circuit theory); Livelihood; Tamil; Environmental science; Indian ocean; Environmental protection; Geography; Engineering; Oceanography; Geology; Agriculture; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.003292844964764991,"gpt":0.177343500397415,"spread":0.1740506554326501,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003425666,0.0005862943,0.0004456269,0.0002505554,0.0002869699,0.0003292557,0.000273148,0.0002572951,0.0002702838],"category_scores_gemma":[0.00002758073,0.0004769631,0.0001980393,0.0004801253,0.0002678369,0.0003475229,0.00006104803,0.0006540365,0.000427562],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003029627,"about_ca_system_score_gemma":0.00005002456,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003969397,"about_ca_topic_score_gemma":0.0109278,"domain_scores_codex":[0.9974667,0.0001054724,0.000504955,0.000507225,0.0004347716,0.0009808872],"domain_scores_gemma":[0.9988019,0.0001712703,0.0000689693,0.0006359616,0.00004885891,0.0002730628],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0005590031,0.0005605278,0.6989224,0.001630086,0.001040889,0.006912817,0.01230619,0.02168192,0.002468013,0.003433557,0.04781938,0.2026652],"study_design_scores_gemma":[0.001147087,0.0001655021,0.9711598,0.0001231278,0.00006166135,0.000470247,0.0002036436,0.0007527906,0.001566727,0.001135656,0.02231469,0.0008991168],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9908421,0.002891003,0.0001240308,0.000441915,0.0005600636,0.0005523519,0.0001236084,0.0006140855,0.003850829],"genre_scores_gemma":[0.9965042,0.0001726515,0.0002273866,0.0002033994,0.001685332,0.0000299733,0.00007651195,0.0001325739,0.0009679457],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2722373,"threshold_uncertainty_score":0.9997682,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2434241891","doi":"","title":"UNDERSTANDING TSUNAMI RISK TO STRUCTURES: A CANADIAN PERSPECTIVE","year":2008,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Ottawa","funders":"","keywords":"Shore; Context (archaeology); Seismology; Geology; Work (physics); Debris; Forensic engineering; Engineering; Oceanography","retraction":null,"screen_n_in":null,"score":{"opus":0.2870527907651053,"gpt":0.4876029895863839,"spread":0.2005501988212786,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004952149,0.0003727622,0.0006176553,0.001379503,0.0005190087,0.0005645023,0.001425497,0.0001444074,0.003124224],"category_scores_gemma":[0.0002972686,0.0003714449,0.000174322,0.001233659,0.00008935731,0.001200171,0.0001968742,0.00060302,0.00004883927],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001035817,"about_ca_system_score_gemma":0.0002532256,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.09600057,"about_ca_topic_score_gemma":0.06557801,"domain_scores_codex":[0.9978552,0.0001512547,0.0004617193,0.0003806377,0.0004975778,0.0006536063],"domain_scores_gemma":[0.9981346,0.0002577936,0.0001677275,0.0004394513,0.0001729403,0.0008275263],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001764172,0.00009760119,0.7258969,0.0001666278,0.00138242,0.001003031,0.008058604,0.08773505,0.01766208,0.003968447,0.1495953,0.004257508],"study_design_scores_gemma":[0.0007181602,0.00002665377,0.9514548,0.0003208319,0.0001041043,0.0001034611,0.001119276,0.001449497,0.00637647,0.03268766,0.004631576,0.001007566],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9552665,0.007261506,0.003547435,0.000086735,0.0008072032,0.0006334489,0.0001132011,0.0001307753,0.03215317],"genre_scores_gemma":[0.9936237,0.005544531,0.0002431059,0.0001847643,0.0001945385,0.00002066303,0.000005262202,0.00008990786,0.00009347442],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2255579,"threshold_uncertainty_score":0.9998738,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1999465131","doi":"10.1115/omae2011-49410","title":"Simulation of a High-Energy Finfish Aquaculture Site Using a Finite Element Net Model","year":2011,"lang":"en","type":"article","venue":"","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Victoria; Dynamic Systems Analysis (Canada)","funders":"","keywords":"Marine engineering; Aquaculture; Mooring; Current (fluid); Environmental science; Storm; Nova scotia; Open sea; Fishery; Pelagic zone; Renewable energy; Ocean current; Oceanography; Meteorology; Fish <Actinopterygii>; Geology; Engineering; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.02231078538683049,"gpt":0.2134610956716791,"spread":0.1911503102848486,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004272279,0.0001107651,0.0001333663,0.00005412228,0.00001994594,0.000007800923,0.00004718305,0.00006991494,0.0001180813],"category_scores_gemma":[0.00000817735,0.0000986439,0.00004522635,0.0001067539,0.000007997176,0.0001233486,0.00001660059,0.00005068974,0.00000874668],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001486701,"about_ca_system_score_gemma":0.000006765001,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003237517,"about_ca_topic_score_gemma":0.0002090489,"domain_scores_codex":[0.9994766,0.00001064441,0.0001668221,0.00009649611,0.00009917803,0.0001502329],"domain_scores_gemma":[0.9997175,0.00003713614,0.00002780817,0.0001419374,0.00003529428,0.00004029636],"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":[0.000006402154,0.00001489269,0.0001356485,0.00002842651,0.00002554605,0.000001666093,0.0004207738,0.994344,0.001623342,0.002532319,0.00006141824,0.0008055904],"study_design_scores_gemma":[0.0002295387,0.00003055777,0.0004068012,0.00002006026,0.00002003241,3.225092e-7,0.000008652232,0.9917194,0.006301733,0.001042081,0.000101883,0.0001189689],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4444508,0.0000360625,0.5519408,0.000001628449,0.00003845894,0.00005317276,0.000008525693,0.00009666241,0.003373935],"genre_scores_gemma":[0.9908969,0.000007131899,0.00881433,0.00004700189,0.00002429899,0.000003129545,0.0000199373,0.00001865814,0.0001685436],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5464462,"threshold_uncertainty_score":0.4022582,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4393062026","doi":"10.1061/jwped5.wweng-2052","title":"Spatiotemporal Scouring Processes around a Square Column on a Sloped Beach Induced by Tsunami Bores","year":2024,"lang":"en","type":"article","venue":"Journal of Waterway Port Coastal and Ocean Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Institut National de la Recherche Scientifique; University of Ottawa","funders":"","keywords":"Square (algebra); Geology; Column (typography); Water column; Seismology; Oceanography; Geometry; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.006243715537721129,"gpt":0.1979490569368773,"spread":0.1917053413991562,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002591489,0.0002897282,0.0003438056,0.000288689,0.00005286349,0.0002408211,0.0001131529,0.0001017077,0.000006820657],"category_scores_gemma":[0.00003554789,0.0002437431,0.00009052482,0.0002491258,0.00001707167,0.0004772086,0.00003147323,0.0004797807,0.000003701733],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004250338,"about_ca_system_score_gemma":0.00005111135,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001364814,"about_ca_topic_score_gemma":0.0000131865,"domain_scores_codex":[0.9987163,0.00001071932,0.0004507221,0.0001743504,0.0003121613,0.000335731],"domain_scores_gemma":[0.9995068,0.00007392152,0.00005745222,0.0000965672,0.00007303883,0.0001922298],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0004978213,0.0005725573,0.01776709,0.02845437,0.002903515,0.007018715,0.01136227,0.4766029,0.371997,0.0002959224,0.01885053,0.06367723],"study_design_scores_gemma":[0.005129986,0.00587075,0.01924142,0.01769332,0.0006254961,0.003253793,0.001563416,0.3949401,0.4656103,0.0004333132,0.08116117,0.004476964],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9943292,0.002293805,0.002206107,0.00006898173,0.0005487176,0.0001264641,0.00002557932,0.0002051779,0.0001960324],"genre_scores_gemma":[0.9989727,0.0001804887,0.0002208434,0.00001546098,0.0003952078,0.00000222651,0.00002137737,0.0000783528,0.0001133739],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09361328,"threshold_uncertainty_score":0.9939553,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4400782894","doi":"10.1080/21664250.2024.2380158","title":"A critical review on the tsunami-induced scour around structures","year":2024,"lang":"en","type":"review","venue":"Coastal Engineering Journal","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.03941721453992324,"gpt":0.303787347016325,"spread":0.2643701324764018,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0006107053,0.000843262,0.001459935,0.0002963926,0.0001265008,0.0004695029,0.0005502838,0.0002998076,0.0001033772],"category_scores_gemma":[0.0005804868,0.0005078643,0.0009086209,0.0004830465,0.00003340097,0.0001332494,0.00009655774,0.003562922,0.0003870603],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001421282,"about_ca_system_score_gemma":0.0001383129,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.539777e-7,"about_ca_topic_score_gemma":0.000001231165,"domain_scores_codex":[0.9977012,0.000104478,0.0007461279,0.0003032579,0.0005018042,0.0006431813],"domain_scores_gemma":[0.9984505,0.0006590328,0.00007182587,0.0004765299,0.00005912103,0.000282993],"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":[0.000001505567,0.00001644472,3.407182e-8,0.1856749,0.0008155393,0.001295732,0.00002983065,0.002440029,0.000008213522,0.005343248,0.01786213,0.7865124],"study_design_scores_gemma":[0.00005555444,0.00007716911,6.961384e-7,0.1699879,0.001230108,0.003315321,0.000004426362,0.002788719,0.000002824477,0.0001732278,0.8217553,0.0006087332],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.00001103296,0.9939995,0.0008288771,0.00009763745,0.003434663,0.0004599086,0.00004209664,0.0003697884,0.000756514],"genre_scores_gemma":[0.000769574,0.9969159,0.0001041073,0.00007973032,0.001723969,0.00005925163,0.00001325437,0.0002621163,0.00007206043],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.8038932,"threshold_uncertainty_score":0.9997373,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2189348972","doi":"","title":"MODEL PREDICTIONS OF GULF AND SOUTHERN ATLANTIC COAST TSUNAMI IMPACTS FROM A DISTRIBUTION OF SOURCES","year":2006,"lang":"en","type":"article","venue":"DOAJ (DOAJ: Directory of Open Access Journals)","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Oceanography; Distribution (mathematics); Geology; Climatology; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.07299426729885122,"gpt":0.4093396643475246,"spread":0.3363453970486733,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003585178,0.0002351378,0.0006001148,0.0002596402,0.00009111305,0.0001919685,0.0005348322,0.0001148527,0.0002653996],"category_scores_gemma":[0.00007257533,0.0002179466,0.0001314354,0.0003855795,0.0001151103,0.000730521,0.0001787205,0.0002168796,0.000002741666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003611877,"about_ca_system_score_gemma":0.00004167073,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006715423,"about_ca_topic_score_gemma":0.0008629005,"domain_scores_codex":[0.9984286,0.00007900569,0.0006656013,0.0001993333,0.0003711727,0.0002562796],"domain_scores_gemma":[0.9988453,0.0002261574,0.0003789063,0.0002756796,0.0001420239,0.0001319378],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00006849226,0.0001391124,0.6992005,0.0002203317,0.0002213416,0.000006026122,0.0003328892,0.175237,0.1203426,0.00004016972,0.003045335,0.001146231],"study_design_scores_gemma":[0.0006678645,0.00001489373,0.8842049,0.0006509555,0.0001761061,0.000006664725,0.00008261939,0.08740062,0.02231823,0.00409492,0.0001084278,0.0002738023],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9801772,0.007602847,0.0105567,0.00001065434,0.0001105794,0.0002401671,0.0008141174,0.00005088612,0.0004368866],"genre_scores_gemma":[0.9979207,0.001693666,0.00009556901,0.000005857136,0.00008621087,0.00000935802,0.000123036,0.00003831941,0.00002730435],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1850044,"threshold_uncertainty_score":0.999899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4307548860","doi":"10.3390/jmse10111580","title":"Experimental and Numerical Investigation of Beach Slope Effects on the Hydrodynamic Loading of Tsunami-like Surges on a Vertical Wall","year":2022,"lang":"en","type":"article","venue":"Journal of Marine Science and Engineering","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University; University of Ottawa","funders":"China Scholarship Council","keywords":"Surge; Geology; Computer simulation; Mechanics; Geotechnical engineering; Degree (music); Dam break; Numerical models; Reduction (mathematics); Physics; Geomorphology; Mathematics; Geometry; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.005679890695465508,"gpt":0.1941669219528325,"spread":0.188487031257367,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007802619,0.0001028548,0.0001937767,0.0002206513,0.00008017961,0.00001876605,0.0001340704,0.0000179389,0.000008336449],"category_scores_gemma":[0.0001226279,0.00007799471,0.00003651058,0.00033655,0.00007971941,0.0001371487,0.0001036583,0.00025318,2.042107e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006539037,"about_ca_system_score_gemma":0.00002556565,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005337125,"about_ca_topic_score_gemma":1.42511e-7,"domain_scores_codex":[0.999058,0.00002743461,0.0002223853,0.00009312446,0.0004371906,0.0001618558],"domain_scores_gemma":[0.9994263,0.000320509,0.00004579211,0.0000880398,0.00003088914,0.00008844893],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004998028,0.00004026576,0.005597356,0.000172346,0.00004212956,0.00002520684,0.0008068264,0.1259271,0.8607302,0.000828506,0.00005193379,0.005728118],"study_design_scores_gemma":[0.0005746432,0.001381987,0.1041631,0.0001965756,0.00002598682,0.0001309286,0.0001516765,0.5887927,0.3042151,0.00008311124,0.0000888317,0.0001953656],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991654,0.0001630292,0.0001585873,0.00008363475,0.0002135404,0.00007011548,4.609849e-7,0.00001064234,0.0001345585],"genre_scores_gemma":[0.9997516,0.00001285181,0.0001574309,0.00003487003,0.00002575737,0.000003596629,3.437714e-7,0.00001044203,0.000003091386],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5565151,"threshold_uncertainty_score":0.3180532,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}