{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":175,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":175,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12","author_layer_release":"2026-06-26"},"query_hash":"7b7368fa9dc3","filters":{"venue":"Soil Dynamics and Earthquake Engineering"}},"results":[{"id":"W2064903949","doi":"10.1016/s0267-7261(02)00008-8","title":"Comparing shear-wave velocity profiles inverted from multichannel surface wave with borehole measurements","year":2002,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":284,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Borehole; Geology; Surface wave; Wave velocity; Seismology; Shear (geology); Mineralogy; Geodesy; Geotechnical engineering; Optics","authors":[{"name":"Jianghai Xia","is_ca":false},{"name":"Richard D. Miller","is_ca":false},{"name":"Choon B. Park","is_ca":false},{"name":"James A. Hunter","is_ca":true},{"name":"James B. Harris","is_ca":false},{"name":"Julian Ivanov","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03261646460313791,"gpt":0.1717019330316376,"spread":0.1390854684284996,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002970978,0.0002900414,0.0002587607,0.0008042207,0.0002754891,0.0006283622,0.0003361013,0.0005436271,0.001803014],"category_scores_gemma":[0.001785085,0.0003059632,0.000247284,0.0008576289,0.0002066294,0.000999606,0.0003898368,0.0002754506,0.0005087507],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003113303,"about_ca_system_score_gemma":0.0005144292,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01577056,"about_ca_topic_score_gemma":0.03409115,"domain_scores_codex":[0.9997771,0.00001501426,0.00001530782,0.00005552738,0.0000703329,0.00006679554],"domain_scores_gemma":[0.999202,0.0001474396,0.00009090619,0.0001101227,0.0003992106,0.00005045487],"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":[0.003265686,0.0005202274,0.1987288,0.0001783682,0.000187732,0.0005669482,0.0008167122,0.01580898,0.6150009,0.0008398092,0.002215171,0.1618707],"study_design_scores_gemma":[0.0001415406,0.0003095738,0.8459729,0.00002940784,0.000126707,0.0005322456,0.0006534836,0.06763759,0.08141037,0.0004003758,0.002708304,0.00007759329],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9902827,0.00005918335,0.006207831,0.00003284736,0.00004324945,0.00001634118,0.0009011643,0.0002600692,0.002196719],"genre_scores_gemma":[0.9925541,0.00004964196,0.005660231,0.00002194014,0.00001172397,0.000009572477,0.001122644,0.00006379354,0.0005062879],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01577056,"threshold_uncertainty_score":0.03135753,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2085505927","doi":"10.1016/j.soildyn.2010.08.010","title":"Full scale experimental study on vibration scattering using open and in-filled (GeoFoam) wave barriers","year":2010,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":254,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Trench; Vibration; Structural engineering; Ground vibrations; Scale model; Rayleigh scattering; Finite element method; Rayleigh wave; Acoustics; Engineering; Vibration isolation; Surface wave; Materials science; Physics; Optics; Aerospace engineering; Composite material; Telecommunications","authors":[{"name":"Ashref Mohamed A. Alzawi","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009761487963762019,"gpt":0.2130096469578656,"spread":0.2032481589941036,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004071582,0.0003732049,0.0003800921,0.0001773843,0.0005037267,0.0003203047,0.0004098831,0.0005874839,0.003399573],"category_scores_gemma":[0.0009049049,0.0001975088,0.0002448658,0.0002534829,0.000794974,0.0004862109,0.0005610946,0.0003679196,0.0003608443],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002103579,"about_ca_system_score_gemma":0.0002709983,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001069225,"about_ca_topic_score_gemma":0.0008216149,"domain_scores_codex":[0.9995987,0.00005651638,0.00001636651,0.00007317592,0.0001638087,0.00009146415],"domain_scores_gemma":[0.9989316,0.0004365715,0.000111287,0.0001714544,0.0002639855,0.00008502403],"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":[0.0007565548,0.0004952573,0.001133011,0.00006065425,0.000008604366,0.00009589802,0.0001961719,0.001570889,0.9930905,0.0002777082,0.0001041214,0.002210578],"study_design_scores_gemma":[0.0001941615,0.005250172,0.01705698,0.00001380122,0.0000430953,0.0002565008,0.000694266,0.01913706,0.9557046,0.0004099849,0.00119262,0.00004686005],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9975973,0.00002279731,0.001554894,0.00001330521,0.000009344636,0.00001005986,0.00007719809,0.00001836818,0.0006966469],"genre_scores_gemma":[0.9983601,0.00003389351,0.0009303115,0.000008541114,0.000004895655,0.00001128483,0.00007147808,0.000008171141,0.0005713899],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003399573,"threshold_uncertainty_score":0.01137275,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2045846483","doi":"10.1016/j.soildyn.2014.08.015","title":"Site condition evaluation using horizontal-to-vertical response spectral ratios of earthquakes in the NGA-West 2 and Japanese databases","year":2014,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":116,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Database; Amplitude; Ground motion; Geology; Mathematics; Spectral line; Geodesy; Statistics; Seismology; Mineralogy; Physics; Optics; Computer science","authors":[{"name":"Hadi Ghofrani","is_ca":true},{"name":"Gail M. Atkinson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01022394218739453,"gpt":0.2310371481596498,"spread":0.2208132059722552,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001652266,0.0003508824,0.0005124076,0.006264295,0.0004957015,0.001181645,0.0006173453,0.0005422325,0.001992558],"category_scores_gemma":[0.006106828,0.0001657596,0.0005304504,0.00467661,0.0002635756,0.001257245,0.0008381272,0.0001932216,0.0004745846],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005125043,"about_ca_system_score_gemma":0.0007277185,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03154972,"about_ca_topic_score_gemma":0.04192575,"domain_scores_codex":[0.9988398,0.0001689843,0.0002713717,0.0003514863,0.0002145315,0.0001538046],"domain_scores_gemma":[0.9963539,0.001237884,0.0005086531,0.000413619,0.001144433,0.0003414869],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0007210348,0.0001708719,0.9422005,0.0001460936,0.0002135567,0.0003526754,0.0002764146,0.006146819,0.004611902,0.0002588338,0.002267265,0.04263392],"study_design_scores_gemma":[0.00003099414,0.00007213876,0.9614003,0.00001604046,0.000222327,0.0002042527,0.001179621,0.03437149,0.001418549,0.000115364,0.000942908,0.00002591856],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9879919,0.0001017332,0.001138768,0.0000297929,0.000005555474,0.00002902937,0.009930279,0.00006421974,0.0007089423],"genre_scores_gemma":[0.9762511,0.00007424206,0.001631117,0.000006902334,0.000008021682,0.00003315393,0.0217777,0.00001298676,0.0002048056],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03154972,"threshold_uncertainty_score":0.06273216,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2016693896","doi":"10.1016/j.soildyn.2009.11.003","title":"Propagation of seismic waves through liquefied soils","year":2009,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":113,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Liquefaction; Pore water pressure; Soil liquefaction; Porous medium; Dissipation; Geotechnical engineering; Geology; Constitutive equation; Shear (geology); Porosity; Computer simulation; Finite element method; Mechanics; Shear waves; Structural engineering; Engineering; Physics","authors":[{"name":"Mahdi Taiebat","is_ca":true},{"name":"Boris Jeremić","is_ca":false},{"name":"Yannis F. Dafalias","is_ca":false},{"name":"Amir M. Kaynia","is_ca":false},{"name":"Zhao Cheng","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004315202904522269,"gpt":0.1756840538479466,"spread":0.1713688509434243,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001375626,0.0003392246,0.0001902854,0.0007360321,0.0002438231,0.0006759221,0.0002625303,0.0002795671,0.001527724],"category_scores_gemma":[0.001086447,0.0002248209,0.0000773787,0.0005989795,0.0004921075,0.0006392688,0.0003789571,0.0003177229,0.0002444462],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003270177,"about_ca_system_score_gemma":0.0002971502,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006480516,"about_ca_topic_score_gemma":0.003372271,"domain_scores_codex":[0.9999577,0.000006114078,0.000001983132,0.000005779304,0.00001446216,0.00001398808],"domain_scores_gemma":[0.9996953,0.0001139987,0.00006533491,0.00001178976,0.00007667531,0.00003696255],"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":[0.001533486,0.0002196856,0.05411432,0.0003177453,0.000101047,0.005095368,0.002570742,0.5598667,0.2039447,0.03071589,0.001753492,0.1397669],"study_design_scores_gemma":[0.0001256044,0.000244602,0.03515332,0.00006276229,0.00006226775,0.0007779399,0.001075773,0.9155021,0.0352263,0.01018626,0.001506753,0.00007631482],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9851815,0.0002114178,0.01100496,0.00006256743,0.00001055383,0.000008121857,0.0001301521,0.00005241213,0.003338268],"genre_scores_gemma":[0.9959117,0.0002511397,0.001227013,0.00000698751,0.000005814269,0.000002746196,0.00007668583,0.000009261176,0.002508719],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006480516,"threshold_uncertainty_score":0.01288557,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2038956504","doi":"10.1016/j.soildyn.2013.05.001","title":"Local site effects on a high-pier railway bridge under tridirectional spatial excitations: Nonstationary stochastic analysis","year":2013,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":103,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Pier; Bridge (graph theory); Structural engineering; Seismic analysis; Finite element method; Ground motion; Engineering; Geology","authors":[{"name":"Hongyu Jia","is_ca":false},{"name":"Deyi Zhang","is_ca":true},{"name":"Shixiong Zheng","is_ca":false},{"name":"Wei‐Chau Xie","is_ca":true},{"name":"Mahesh D. Pandey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002981580177329996,"gpt":0.1728227231605977,"spread":0.1698411429832677,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005492899,0.0003865582,0.000605307,0.0003804855,0.000475653,0.0005788524,0.0005895225,0.001187603,0.002058383],"category_scores_gemma":[0.001633689,0.0004070321,0.0006371901,0.0004035069,0.0009122242,0.0006545833,0.000735495,0.0005972861,0.0001654575],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006041166,"about_ca_system_score_gemma":0.0004721356,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01093333,"about_ca_topic_score_gemma":0.01303376,"domain_scores_codex":[0.9998239,0.00005266927,0.000006207504,0.00003592537,0.0000303129,0.00005109625],"domain_scores_gemma":[0.9990796,0.0004870176,0.0001090235,0.00005618809,0.0001483445,0.0001198108],"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":[0.0002281399,0.0001259896,0.008032842,0.00002879573,0.00006036562,0.001062148,0.0001206022,0.9727492,0.01212002,0.002479061,0.0003424454,0.002650379],"study_design_scores_gemma":[0.000008793455,0.00007464763,0.01015133,0.0000020409,0.00003749655,0.0000432737,0.0001175434,0.9883775,0.0006876127,0.0004530305,0.0000312226,0.00001546235],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9924721,0.00002039653,0.006056895,0.0001034289,0.000007991084,0.000005552265,0.00004836991,0.00003241785,0.001252786],"genre_scores_gemma":[0.9992375,0.00001598507,0.0001448365,0.000006557274,0.000003082562,0.000001966777,0.00002404974,0.00000776759,0.0005582328],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01093333,"threshold_uncertainty_score":0.02173942,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2054506880","doi":"10.1016/j.soildyn.2003.11.008","title":"Response of fixed offshore platforms to wave and current loading including soil–structure interaction","year":2004,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Wave and Wind Energy Systems","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University; Golder Associates (Canada)","funders":"","keywords":"Pile; Tower; Submarine pipeline; Dissipation; Geotechnical engineering; Structural engineering; Wave loading; Nonlinear system; Response analysis; Radiation damping; Finite element method; Dynamic load testing; Soil structure interaction; Engineering; Geology; Current (fluid); Marine engineering; Physics","authors":[{"name":"Yasser Mostafa","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01066444658949868,"gpt":0.2079756163666598,"spread":0.1973111697771611,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001213719,0.0003518927,0.0002521884,0.0002414802,0.0003426717,0.0003924731,0.0003348118,0.0006143352,0.004732067],"category_scores_gemma":[0.001199172,0.0002695234,0.0002669875,0.0001767219,0.0003476214,0.0003111191,0.0005683575,0.0003387628,0.0006321297],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000296212,"about_ca_system_score_gemma":0.000331315,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00613696,"about_ca_topic_score_gemma":0.004423835,"domain_scores_codex":[0.999928,0.00001188549,0.000002276338,0.0000112332,0.00001366857,0.00003292315],"domain_scores_gemma":[0.9996867,0.0001159871,0.00003250643,0.00002852641,0.0000653809,0.00007086737],"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":[0.004287024,0.0004968019,0.0489677,0.0001529187,0.000125764,0.003725917,0.0008706889,0.570529,0.3331535,0.001594227,0.002069557,0.03402675],"study_design_scores_gemma":[0.0001146376,0.001776114,0.1113955,0.00002474775,0.00005226841,0.0003128604,0.001328125,0.8494203,0.03371126,0.001065812,0.0007372901,0.00006109573],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985287,0.000006520861,0.0004159044,0.00001996851,0.000005907378,0.000003589709,0.00003355533,0.00001167569,0.0009741102],"genre_scores_gemma":[0.9990815,0.00000964236,0.0001087571,0.000003790391,8.464687e-7,0.000003021415,0.00004093759,0.000004229051,0.0007472355],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00613696,"threshold_uncertainty_score":0.01583034,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3000672838","doi":"10.1016/j.soildyn.2020.106034","title":"Liquefaction resistance of Fraser River sand improved by a microbially-induced cementation","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":88,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Ontario Ministry of Research, Innovation and Science","keywords":"Cementation (geology); Calcite; Liquefaction; Geotechnical engineering; Calcium carbonate; Geology; Sand dune stabilization; Precipitation; Carbonate; Shear (geology); Mineralogy; Cement; Materials science; Composite material; Metallurgy; Geomorphology; Petrology","authors":[{"name":"Guillermo Alexander Riveros","is_ca":true},{"name":"Abouzar Sadrekarimi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004587498605489882,"gpt":0.1802664708917702,"spread":0.1756789722862803,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001075183,0.0002953257,0.0002339109,0.0002226935,0.0001638864,0.0002642116,0.0001715166,0.0002273464,0.0009364193],"category_scores_gemma":[0.0001793885,0.0001361905,0.0002169896,0.0001545003,0.0001436693,0.0001451209,0.000159158,0.0002724096,0.0001207486],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001251343,"about_ca_system_score_gemma":0.0001760725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001061239,"about_ca_topic_score_gemma":0.002472174,"domain_scores_codex":[0.9999359,0.000005794448,0.000005128009,0.00001382802,0.00001962822,0.00001974594],"domain_scores_gemma":[0.999931,0.0000113221,0.0000219373,0.000006905644,0.00001408622,0.00001473869],"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":[0.0001188152,0.00002585994,0.0003368868,0.00003134288,0.000006456469,0.00004497421,0.0000268337,0.0002977322,0.9967201,0.00004123132,0.00002623953,0.002323492],"study_design_scores_gemma":[0.000009266988,0.0001413113,0.001703433,0.000003129305,0.00001646458,0.00002508763,0.0000245162,0.001540489,0.9960464,0.000009390138,0.0004749621,0.000005549669],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989513,0.0001825349,0.0005350882,0.00001639852,0.000007396477,0.000002936837,0.00002749545,0.00002432215,0.0002525499],"genre_scores_gemma":[0.9988664,0.0001204087,0.0003765972,0.000006875515,0.000002114162,0.000002848386,0.000033215,0.00000463765,0.0005867511],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001061239,"threshold_uncertainty_score":0.003132641,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2008535496","doi":"10.1016/j.soildyn.2006.01.015","title":"Dynamics of nonlinear porous media with applications to soil liquefaction","year":2006,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Biot number; Liquefaction; Centrifuge; Attenuation; Nonlinear system; Pore water pressure; Geotechnical engineering; Soil liquefaction; Porous medium; Geology; Soil water; Porosity; Mechanics; Soil science; Physics","authors":[{"name":"Radu Popescu","is_ca":true},{"name":"Jean H. Prévost","is_ca":false},{"name":"George Deodatis","is_ca":false},{"name":"Pradipta Chakrabortty","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00289852547738222,"gpt":0.1666379646320641,"spread":0.1637394391546819,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002360001,0.0004611058,0.0003813274,0.0006696723,0.0005180412,0.001052065,0.0004384389,0.000924468,0.002149215],"category_scores_gemma":[0.001763079,0.0001989409,0.0002658792,0.0005859796,0.001631601,0.001152973,0.001283376,0.0006747963,0.0001517455],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004311617,"about_ca_system_score_gemma":0.0004126968,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005260233,"about_ca_topic_score_gemma":0.003314328,"domain_scores_codex":[0.9999278,0.00002055572,0.000003374144,0.00001131585,0.00002297917,0.00001406296],"domain_scores_gemma":[0.9994419,0.0002707386,0.00009917529,0.00002197304,0.00009742322,0.00006875013],"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":[0.00008780726,0.00007677318,0.001783054,0.000157842,0.00002087896,0.0003541198,0.0003475598,0.7086114,0.008887154,0.2593794,0.001753183,0.01854084],"study_design_scores_gemma":[0.000007813813,0.00001084235,0.0004020454,0.00000861452,0.000002933823,0.00005604829,0.00006166606,0.975612,0.0005066776,0.02230547,0.001013438,0.00001242821],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4523112,0.01083453,0.4609436,0.006232826,0.000964271,0.0001039947,0.0004235872,0.00034358,0.06784242],"genre_scores_gemma":[0.9709623,0.002753779,0.01023109,0.0001360851,0.0002281804,0.00003754927,0.00006232567,0.00004748483,0.01554107],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005260233,"threshold_uncertainty_score":0.01045924,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2016277978","doi":"10.1016/j.soildyn.2014.04.001","title":"Generalized cyclic p–y curve modeling for analysis of laterally loaded piles","year":2014,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Pile; Wedge (geometry); Geotechnical engineering; Nonlinear system; Dissipation; Structural engineering; Stiffness; Geology; Engineering; Mathematics; Geometry; Physics","authors":[{"name":"Mehdi Heidari","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Mojtaba Jahanandish","is_ca":false},{"name":"A. Ghahramani","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007863468365094176,"gpt":0.1917690227075417,"spread":0.1839055543424475,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009984736,0.0004891757,0.0003647842,0.0004202558,0.0002925062,0.0004288592,0.0008038385,0.0007334715,0.001887008],"category_scores_gemma":[0.0004409939,0.0002522317,0.0005359243,0.0006666327,0.0003441466,0.0005050152,0.0004823993,0.0003191184,0.000459605],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003109892,"about_ca_system_score_gemma":0.0005784561,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009053373,"about_ca_topic_score_gemma":0.007164475,"domain_scores_codex":[0.9999245,0.00001788268,0.000003988917,0.00001181247,0.00002637807,0.00001544836],"domain_scores_gemma":[0.9998877,0.00002649206,0.00002046663,0.00001853172,0.00003935735,0.000007473083],"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":[0.00001325796,0.000007471048,0.0002773496,0.00001676848,0.000007454749,0.00005929266,0.00002414811,0.9874815,0.002695789,0.0025377,0.0002520026,0.006627202],"study_design_scores_gemma":[4.677097e-7,0.000003282764,0.00006444025,0.000001159537,0.000001002954,0.00000721584,0.000003561766,0.9991598,0.0002225759,0.0003309528,0.0002040333,0.000001516216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1469049,0.0003248378,0.8414335,0.0001358777,0.00004211186,0.00004075053,0.0002570867,0.0008130923,0.0100479],"genre_scores_gemma":[0.9697022,0.0002990033,0.02467465,0.00002633118,0.00001951672,0.00005305169,0.0001770904,0.0001456245,0.004902466],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.009053373,"threshold_uncertainty_score":0.01800138,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1988719636","doi":"10.1016/s0267-7261(02)00117-3","title":"Surface and downhole shear wave seismic methods for thick soil site investigations","year":2002,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":73,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geological Survey of Canada","funders":"","keywords":"Bedrock; Geology; Overburden; Geophone; Borehole; Penetrometer; Shear (geology); Seismology; Surface wave; Shear wave splitting; Seismic refraction; Seismic wave; Passive seismic; Geotechnical engineering; Geomorphology; Soil science; Soil water; Petrology; Optics","authors":[{"name":"J. A. Hunter","is_ca":true},{"name":"Beatriz Benjumea","is_ca":true},{"name":"James B. Harris","is_ca":false},{"name":"Richard D. Miller","is_ca":false},{"name":"S E Pullan","is_ca":true},{"name":"Robert A. Burns","is_ca":true},{"name":"R. L. Good","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01709427103247902,"gpt":0.2198443499452987,"spread":0.2027500789128197,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004885473,0.000673144,0.00034613,0.001576734,0.0002570756,0.0005177354,0.0005841068,0.0004249861,0.00373052],"category_scores_gemma":[0.003111788,0.0004703097,0.000193651,0.001278684,0.0003265024,0.001249477,0.001098841,0.000373586,0.0007411265],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001202525,"about_ca_system_score_gemma":0.0003748002,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001934763,"about_ca_topic_score_gemma":0.007246284,"domain_scores_codex":[0.9997142,0.00008726865,0.00002009222,0.00004691968,0.0001048609,0.00002661056],"domain_scores_gemma":[0.9988105,0.0005173501,0.0001113013,0.0002134556,0.0002878727,0.00005949773],"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":[0.0003147709,0.0001604695,0.02242716,0.0002479641,0.00008409731,0.0001548414,0.0005234916,0.03353353,0.1258537,0.005657879,0.001691035,0.809351],"study_design_scores_gemma":[0.0001171246,0.0005212227,0.06233738,0.00007380957,0.0002223432,0.0008258778,0.0009075144,0.8502661,0.05651701,0.01350868,0.01455901,0.000143896],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1125477,0.000423621,0.882884,0.00004750141,0.00004116353,0.00006261527,0.000487762,0.0007338393,0.002771708],"genre_scores_gemma":[0.4901932,0.0006526961,0.5024814,0.00004425666,0.00005130656,0.0001481092,0.000596651,0.0003612862,0.005471143],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00373052,"threshold_uncertainty_score":0.01247978,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3000725252","doi":"10.1016/j.soildyn.2019.106024","title":"Optimal intensity measures for probabilistic seismic demand models of a cable-stayed bridge based on generalized linear regression models","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council; Tongji University; Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China","keywords":"Polynomial regression; Ordinary least squares; Regression analysis; Linear regression; Mathematics; Structural engineering; Engineering; Statistics","authors":[{"name":"Junjun Guo","is_ca":true},{"name":"M. Shahria Alam","is_ca":true},{"name":"Jingquan Wang","is_ca":false},{"name":"Shuai Li","is_ca":true},{"name":"Wancheng Yuan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0194178107230244,"gpt":0.2067847349160364,"spread":0.187366924193012,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004917741,0.001609186,0.002413268,0.001262304,0.0004454345,0.00192886,0.002536929,0.002514264,0.002458641],"category_scores_gemma":[0.01128397,0.001799534,0.001670446,0.001108999,0.002102348,0.002380593,0.001683071,0.002102261,0.0003499919],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002878116,"about_ca_system_score_gemma":0.002123217,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01400807,"about_ca_topic_score_gemma":0.01094861,"domain_scores_codex":[0.9982632,0.0009469097,0.0000720965,0.0003067869,0.000167415,0.0002435937],"domain_scores_gemma":[0.9921943,0.00605652,0.0008003887,0.0001675466,0.0005408531,0.0002403494],"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":[0.00002271133,0.00001427482,0.0001457704,0.00001636504,0.00001616719,0.000009819936,0.00001806673,0.9912302,0.0001758802,0.006972359,0.00008289259,0.001295446],"study_design_scores_gemma":[0.000003041094,0.000005512979,0.00005520552,0.000002145455,0.000004692339,0.000001300932,0.00000354942,0.9977744,0.00004061538,0.002083941,0.00002111135,0.000004342558],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.08260543,0.0002502093,0.9144909,0.0005075422,0.00002277064,0.00005464237,0.000195546,0.0002057402,0.001667217],"genre_scores_gemma":[0.9603729,0.0003732455,0.03336992,0.0001094585,0.00004776567,0.0002213238,0.0004165104,0.00016149,0.004927417],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01400807,"threshold_uncertainty_score":0.02785307,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2135380756","doi":"10.1016/s0267-7261(00)00033-6","title":"State-of-the-art of geotechnical earthquake engineering practice","year":2000,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Core Research for Evolutional Science and Technology","keywords":"Liquefaction; Soil liquefaction; Geotechnical engineering; Earthquake engineering; Seismic analysis; Displacement (psychology); Geology; Engineering; Civil engineering","authors":[{"name":"W. D. Liam Finn","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002561555554014789,"gpt":0.1714452988588518,"spread":0.168883743304837,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01023699,0.0004447843,0.0006174301,0.003776689,0.002035141,0.009355634,0.002453769,0.00411077,0.009488804],"category_scores_gemma":[0.02988163,0.0004373555,0.0003454853,0.006095438,0.009318641,0.006524307,0.003700519,0.003366848,0.002764147],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003482636,"about_ca_system_score_gemma":0.01095885,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004748908,"about_ca_topic_score_gemma":0.007190434,"domain_scores_codex":[0.9905037,0.003294333,0.0008876399,0.001263387,0.003560087,0.0004909271],"domain_scores_gemma":[0.9634086,0.02345803,0.001836226,0.003317056,0.00618279,0.001797283],"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":[0.0001024537,0.000378112,0.008884751,0.003166841,0.00002513155,0.0002755568,0.008794315,0.002174271,0.001143172,0.1318491,0.03142868,0.8117775],"study_design_scores_gemma":[0.00002182848,0.0001531415,0.01924883,0.008835901,0.00002879604,0.00110061,0.01322368,0.003459241,0.001449302,0.1505011,0.8018945,0.00008292055],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"empirical","genre_scores_codex":[0.07939669,0.4010642,0.07504079,0.2040785,0.003102793,0.0002120758,0.0006176121,0.0004056296,0.2360817],"genre_scores_gemma":[0.5662705,0.36766,0.03119358,0.0119707,0.003486729,0.0001997014,0.0005855787,0.0001380444,0.01849515],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01023699,"threshold_uncertainty_score":0.05413902,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2053872530","doi":"10.1016/j.soildyn.2007.12.001","title":"Simplified analysis of seismic in-plane stresses in composite and jointed tunnel linings","year":2008,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University; Hatch (Canada)","funders":"","keywords":"Geotechnical engineering; Geology; Perpendicular; Slip (aerodynamics); Structural engineering; Thrust; Stress field; Parametric statistics; Engineering; Geometry; Finite element method","authors":[{"name":"Hany El Naggar","is_ca":true},{"name":"Sean D. Hinchberger","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004735527859945678,"gpt":0.1745816169204061,"spread":0.1698460890604604,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003731937,0.0005532077,0.0008686093,0.0006507514,0.000360373,0.0008163712,0.001089622,0.001098428,0.002830455],"category_scores_gemma":[0.001418194,0.0004344988,0.0005456642,0.0006025353,0.0009752951,0.0007065695,0.0005782854,0.0004580766,0.0003216011],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005921436,"about_ca_system_score_gemma":0.000714416,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008142404,"about_ca_topic_score_gemma":0.006769514,"domain_scores_codex":[0.9998098,0.00005445459,0.000008028729,0.00001984698,0.00007028242,0.00003760154],"domain_scores_gemma":[0.9996471,0.0001188771,0.00004877813,0.00003876889,0.0001091298,0.00003729193],"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":[0.00003561612,0.00002396971,0.0004899307,0.00002364716,0.00001219208,0.0001923848,0.00004233046,0.9836593,0.003354645,0.009370932,0.0002114606,0.002583716],"study_design_scores_gemma":[0.000003874565,0.000009011786,0.0004486168,0.000002159855,0.000003654007,0.00002001432,0.00001664391,0.9981627,0.0001519846,0.001056797,0.0001201815,0.00000436988],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6623494,0.0007864152,0.2943038,0.0002911914,0.0001873771,0.00005975011,0.0002507902,0.0003995523,0.04137174],"genre_scores_gemma":[0.9895653,0.0001579635,0.004441797,0.00001861855,0.00002940291,0.00001677709,0.00004487699,0.00004411842,0.005681255],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008142404,"threshold_uncertainty_score":0.01619005,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2283027053","doi":"10.1016/j.soildyn.2016.01.013","title":"FEM-based parametric analysis of a typical gravity dam considering input excitation mechanism","year":2016,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"University of Colorado Boulder","keywords":"Gravity dam; Parametric statistics; Finite element method; Nonlinear system; Structural engineering; Acceleration; Displacement (psychology); Excitation; Engineering; Eulerian path; Fault (geology); Mechanics; Geology; Physics; Mathematical analysis; Mathematics; Lagrangian; Classical mechanics; Seismology","authors":[{"name":"Mohammad Amin Hariri‐Ardebili","is_ca":false},{"name":"S. Mahdi S. Kolbadi","is_ca":false},{"name":"M. Reza Kianoush","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005934079422583073,"gpt":0.1855421227502902,"spread":0.1796080433277071,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001808659,0.0003963354,0.0004425807,0.0004153184,0.0004554394,0.0003417165,0.000778787,0.001139657,0.004994107],"category_scores_gemma":[0.0005737441,0.0003151636,0.000534392,0.0004014918,0.0006203384,0.0003837278,0.0004091103,0.0003047957,0.00027641],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002504493,"about_ca_system_score_gemma":0.0005199936,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003828852,"about_ca_topic_score_gemma":0.003342499,"domain_scores_codex":[0.9998844,0.0000253394,0.000004455393,0.00001959149,0.00004149279,0.0000247542],"domain_scores_gemma":[0.999762,0.0001242829,0.00002570345,0.00003118308,0.00004148973,0.00001535042],"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":[0.00006780456,0.00003639073,0.0007746021,0.00007693,0.00001358029,0.0003246038,0.00008967196,0.9785121,0.01018964,0.001726208,0.0003737176,0.007814759],"study_design_scores_gemma":[0.000003552053,0.00002716627,0.001285905,0.000006117354,0.000006067861,0.00005712672,0.00003475169,0.9969361,0.001007911,0.000246711,0.0003798495,0.000008703488],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8320776,0.0002051903,0.1204231,0.0002373467,0.00005548531,0.0000747267,0.0005421267,0.0008178491,0.04556677],"genre_scores_gemma":[0.9944786,0.00004746823,0.003808788,0.00001039996,0.000004172329,0.00001560364,0.00004757315,0.00001926401,0.001568198],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004994107,"threshold_uncertainty_score":0.01670688,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2969874046","doi":"10.1016/j.soildyn.2019.105814","title":"Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge","year":2019,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":58,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Lakehead University","funders":"Lakehead University","keywords":"Structural engineering; Natural rubber; Isolator; Bearing (navigation); Dissipation; Base isolation; Finite element method; Deck; Geotechnical engineering; Materials science; Engineering; Composite material; Computer science; Mechanical engineering","authors":[{"name":"A. H. M. Muntasir Billah","is_ca":true},{"name":"Borislav Todorov","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002619350610793902,"gpt":0.163235203256339,"spread":0.1606158526455451,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001101251,0.0001795677,0.0002267124,0.0001051336,0.0001538959,0.0001752524,0.0001464279,0.0002633485,0.001954976],"category_scores_gemma":[0.0006099993,0.00009993984,0.0001589071,0.0000815684,0.0002686959,0.0001998682,0.0001548807,0.0002052772,0.0002402758],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001317957,"about_ca_system_score_gemma":0.0001022696,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001270955,"about_ca_topic_score_gemma":0.00146369,"domain_scores_codex":[0.9999468,0.000007399528,0.000002559521,0.000009295543,0.00001228263,0.00002174239],"domain_scores_gemma":[0.9996508,0.000174034,0.00003682798,0.00003007668,0.00006436109,0.00004382119],"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":[0.004112061,0.0001953709,0.008302636,0.00009222674,0.0000343895,0.0007181106,0.0002968761,0.03752952,0.9390032,0.0001522848,0.0002318253,0.009331442],"study_design_scores_gemma":[0.00006484274,0.003234875,0.1458871,0.00002130334,0.0001296941,0.0003906064,0.0006963766,0.1626917,0.6859598,0.0001731513,0.0006973711,0.00005321787],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992617,0.00002140465,0.0003238509,0.00001068079,0.000006153439,0.000001030737,0.00001699928,0.00001290913,0.0003453084],"genre_scores_gemma":[0.9997987,0.000009961433,0.00002679155,0.000002755159,0.000001145035,4.944436e-7,0.000009265492,0.00000343899,0.0001472666],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001954976,"threshold_uncertainty_score":0.00654006,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4399035753","doi":"10.1016/j.soildyn.2024.108745","title":"Revised pile-pile mutual interaction factors for seismic analysis of end-bearing pile groups embedded in saturated stratum","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"China University of Geosciences, Wuhan; National Natural Science Foundation of China","keywords":"Pile; Geotechnical engineering; Structural engineering; Stratum; Parametric statistics; Kinematics; Geology; Bearing (navigation); Engineering; Computer science; Mathematics; Physics","authors":[{"name":"Wenbing Wu","is_ca":true},{"name":"Tongyu Di","is_ca":false},{"name":"Xiaoyan Yang","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Yunpeng Zhang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006779335208997165,"gpt":0.2058159584930187,"spread":0.1990366232840215,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009816707,0.001086717,0.0005656117,0.001188817,0.0004449876,0.0006572022,0.001242906,0.0006412593,0.004013292],"category_scores_gemma":[0.003593348,0.0003545507,0.001464899,0.001007375,0.0003756344,0.0009795309,0.0005866513,0.0006282288,0.001324158],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005826778,"about_ca_system_score_gemma":0.0008451874,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005311618,"about_ca_topic_score_gemma":0.009970984,"domain_scores_codex":[0.9993697,0.0001630904,0.00004746445,0.00009100925,0.0002634095,0.00006546392],"domain_scores_gemma":[0.9987741,0.0004533928,0.00008791499,0.0001519139,0.0004842482,0.00004849907],"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":[0.0005176708,0.0002275467,0.008682585,0.000509389,0.0002506442,0.0006324204,0.0004920361,0.5908324,0.107649,0.03180529,0.006397605,0.2520035],"study_design_scores_gemma":[0.00001294897,0.0001077014,0.005381858,0.00002612498,0.00006327557,0.000115267,0.0001230008,0.9781117,0.0100008,0.002515952,0.003490201,0.00005114574],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04854145,0.0003200881,0.9473923,0.00002990299,0.00008346987,0.00007347555,0.0003172242,0.00046803,0.002774102],"genre_scores_gemma":[0.6722715,0.0004632589,0.3199753,0.00004023553,0.0001139675,0.0002417968,0.001004122,0.0005010311,0.005388837],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005311618,"threshold_uncertainty_score":0.01342583,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3130898920","doi":"10.1016/j.soildyn.2021.106613","title":"Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments","year":2021,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Centrifuge; Liquefaction; Geotechnical engineering; Constitutive equation; Earthquake shaking table; Pore water pressure; Geology; Dilatant; Deformation (meteorology); Calibration; Shear stress; Finite element method; Shear (geology); Overburden pressure; Structural engineering; Engineering; Mechanics; Mathematics","authors":[{"name":"Andrés Reyes","is_ca":true},{"name":"Ming Yang","is_ca":true},{"name":"Andrés R. Barrero","is_ca":false},{"name":"Mahdi Taiebat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01489627224667287,"gpt":0.2150060544302351,"spread":0.2001097821835622,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003013193,0.0004608989,0.000597308,0.0004224635,0.0005478669,0.000666715,0.001031034,0.001150131,0.002146374],"category_scores_gemma":[0.0009891621,0.0003341062,0.0004391699,0.0005612179,0.0006806438,0.0007903444,0.0004316659,0.0007609124,0.0001964844],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008164564,"about_ca_system_score_gemma":0.0006877584,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.03361836,"about_ca_topic_score_gemma":0.01842563,"domain_scores_codex":[0.9999007,0.00002134367,0.000008097823,0.00002036159,0.00002094381,0.00002854152],"domain_scores_gemma":[0.9995674,0.0001973769,0.00003926003,0.00003979433,0.0001050865,0.00005112842],"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":[0.0001195089,0.0001003225,0.003838219,0.00002520285,0.00001147898,0.0001855893,0.00007205826,0.9880226,0.004316391,0.0007054327,0.0002060885,0.002397092],"study_design_scores_gemma":[0.00001050591,0.00002344155,0.001002446,0.000001768245,0.000003560357,0.000006933361,0.00002403276,0.9981619,0.0006182069,0.00007822923,0.00006351064,0.000005517397],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9914976,0.00005507541,0.002795123,0.000108733,0.00001264229,0.00001566704,0.0002109853,0.0001073775,0.005196876],"genre_scores_gemma":[0.9979191,0.00003926608,0.001042513,0.000006035285,0.000002341189,0.00001251818,0.00008462026,0.00001314865,0.0008803313],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03361836,"threshold_uncertainty_score":0.06684536,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2901276077","doi":"10.1016/j.soildyn.2018.10.027","title":"Can a buried gas pipeline experience local buckling during earthquake ground shaking?","year":2018,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Engineering and Physical Sciences Research Council; Horizon 2020 Framework Programme","keywords":"Trench; Pipeline transport; Geology; Structural engineering; Linear elasticity; Amplitude; Seismology; Displacement (psychology); Geotechnical engineering; Mechanics; Physics; Materials science; Engineering; Finite element method; Optics","authors":[{"name":"Nikolaos Psyrras","is_ca":false},{"name":"Oh‐Sung Kwon","is_ca":true},{"name":"Simos Gerasimidis","is_ca":false},{"name":"Anastasios Sextos","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00371633652767855,"gpt":0.1820926041977611,"spread":0.1783762676700826,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000228897,0.0001704622,0.000206413,0.0002999261,0.0003568635,0.0007450556,0.0003776057,0.0009983159,0.003646039],"category_scores_gemma":[0.002890543,0.0002217652,0.0001450975,0.000219043,0.0005314894,0.001089443,0.0004366606,0.0004079512,0.0006291554],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003161748,"about_ca_system_score_gemma":0.0002286344,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00288144,"about_ca_topic_score_gemma":0.00600964,"domain_scores_codex":[0.9998964,0.00001258497,0.000003923483,0.0000191836,0.0000191974,0.00004872868],"domain_scores_gemma":[0.9994678,0.0001357715,0.0001725299,0.00003999623,0.00008200989,0.0001019076],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.002241338,0.0005596029,0.7510491,0.000424054,0.0001707994,0.02007447,0.005842962,0.01746722,0.05840928,0.004967105,0.005128762,0.1336653],"study_design_scores_gemma":[0.00003274194,0.0006886723,0.9329697,0.0001063848,0.0000754161,0.006024615,0.0198156,0.02638534,0.003525262,0.007678916,0.002638271,0.00005907815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9946411,0.0001484058,0.0009317825,0.0007016265,0.00002154716,0.00000712558,0.00005439164,0.00002280995,0.003471323],"genre_scores_gemma":[0.999564,0.00005711682,0.00006068405,0.00002880737,0.000007865396,0.000001119426,0.00001577217,0.000002377894,0.000262245],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003646039,"threshold_uncertainty_score":0.01219726,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2071276315","doi":"10.1016/j.soildyn.2012.06.010","title":"The Maule (Chile) earthquake of February 27, 2010: Development of hazard, site specific ground motions and back-analysis of structures","year":2012,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Missouri University of Science and Technology; University of Missouri","keywords":"Ground motion; Seismic hazard; Strong ground motion; Seismology; Bridge (graph theory); Magnitude (astronomy); Geology; Earthquake engineering; Hazard; Peak ground acceleration; Subduction; Tectonics; Physics","authors":[{"name":"Amr S. Elnashai","is_ca":false},{"name":"Bora Gencturk","is_ca":false},{"name":"Oh‐Sung Kwon","is_ca":true},{"name":"Youssef M. A. Hashash","is_ca":false},{"name":"Sung Jig Kim","is_ca":false},{"name":"Seong-Hoon Jeong","is_ca":false},{"name":"Jazalyn Dukes","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007224040687833195,"gpt":0.1838236495760861,"spread":0.1765996088882529,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003439155,0.0002844575,0.0001217262,0.001089838,0.0002830035,0.0006110216,0.0003390952,0.0002581856,0.001091337],"category_scores_gemma":[0.001467053,0.0001728139,0.0001502376,0.0009564647,0.0002843493,0.0004902098,0.0007503172,0.0002242805,0.0001959426],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00151758,"about_ca_system_score_gemma":0.001991792,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07871795,"about_ca_topic_score_gemma":0.1400303,"domain_scores_codex":[0.9998784,0.0000266193,0.000008284234,0.00001995605,0.00003551215,0.00003109708],"domain_scores_gemma":[0.9996015,0.00005494435,0.00009655042,0.00002896513,0.0001672203,0.00005086399],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001884498,0.0001382832,0.8997175,0.0002223513,0.0001067656,0.00112112,0.003319303,0.00557971,0.006623656,0.002022846,0.002827333,0.0781326],"study_design_scores_gemma":[0.00000374083,0.00003938552,0.9938738,0.00002913371,0.0000164039,0.0001095091,0.001033132,0.001491022,0.0006239673,0.0001588662,0.002612614,0.000008395743],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9886751,0.0004762065,0.0006489824,0.0003105421,0.000009233837,0.00003862811,0.001495604,0.00002204211,0.008323672],"genre_scores_gemma":[0.9943083,0.0004673411,0.0006007573,0.00002381497,0.000007583998,0.00001983044,0.00100325,0.000008880674,0.003560337],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07871795,"threshold_uncertainty_score":0.1565195,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1987658119","doi":"10.1016/s0267-7261(02)00208-7","title":"Dynamic characteristics of a base isolated building from ambient vibration measurements and low level earthquake shaking","year":2003,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Vibration; Finite element method; Modal; Ambient vibration; Damping ratio; Modal analysis; Natural frequency; Engineering; Normal mode; Seismic noise; Acoustics; Materials science; Physics; Civil engineering","authors":[{"name":"Carlos E. Ventura","is_ca":true},{"name":"W. D. Liam Finn","is_ca":false},{"name":"James Lord","is_ca":true},{"name":"Nobuko Fujita","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01525106817278487,"gpt":0.2240652659482434,"spread":0.2088141977754585,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008547967,0.0001900098,0.0003086113,0.0005041016,0.0002045713,0.000211766,0.0002781036,0.0003909105,0.001196327],"category_scores_gemma":[0.0004621075,0.0001652926,0.0001483115,0.0003119795,0.0002081971,0.0001858527,0.0002415956,0.0002740016,0.0002436736],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001057631,"about_ca_system_score_gemma":0.0001122336,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001879221,"about_ca_topic_score_gemma":0.002483413,"domain_scores_codex":[0.9999104,0.000007946668,0.000003516747,0.00001912875,0.0000393325,0.00001966534],"domain_scores_gemma":[0.9997603,0.00009791587,0.00002628914,0.00001291537,0.00004628268,0.00005626623],"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":[0.002467992,0.0003942115,0.1102081,0.0001909874,0.0001169447,0.002099931,0.0007988623,0.03032939,0.7973349,0.0002494619,0.0007481475,0.05506113],"study_design_scores_gemma":[0.00004868539,0.0009679002,0.8623454,0.00001708734,0.0001299407,0.001432513,0.0005246907,0.09340411,0.04043021,0.000156586,0.0004908261,0.00005203874],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970647,0.0000168465,0.002147364,0.00001036508,0.000004015576,0.000003916238,0.0001376618,0.00005287497,0.0005622245],"genre_scores_gemma":[0.9995505,0.000008629519,0.0002256848,0.000003127772,0.00000236062,0.000001929486,0.00009248791,0.00000509031,0.0001101251],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001879221,"threshold_uncertainty_score":0.004002094,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4388962554","doi":"10.1016/j.soildyn.2023.108353","title":"Seismic response of tripod suction bucket foundation for offshore wind turbine in sands","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Science Foundation of Tianjin Municipal Science and Technology Commission; Natural Science Foundation for Young Scientists of Shanxi Province; Natural Science Foundation of Tianjin City; National Natural Science Foundation of China","keywords":"Tripod (photography); Geotechnical engineering; Centrifuge; Foundation (evidence); Offshore wind power; Geology; Turbine; Liquefaction; Submarine pipeline; Engineering; Structural engineering","authors":[{"name":"Xinglei Cheng","is_ca":false},{"name":"Yang Li","is_ca":false},{"name":"Kun Mu","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Yadong Zhou","is_ca":false},{"name":"Piguang Wang","is_ca":false},{"name":"Xiaohan Sun","is_ca":false},{"name":"Ju Liu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005664591649931063,"gpt":0.1987142090938557,"spread":0.1930496174439247,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009873597,0.0001811598,0.0003114197,0.000174881,0.0003494423,0.0002390652,0.0002259416,0.0005720466,0.003719782],"category_scores_gemma":[0.0004640088,0.0001279412,0.0001913103,0.0001828547,0.0001579592,0.000175606,0.0002405775,0.0002192191,0.0003956512],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001940356,"about_ca_system_score_gemma":0.0002521838,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004253341,"about_ca_topic_score_gemma":0.006864841,"domain_scores_codex":[0.9999213,0.00001064547,0.000004000947,0.00001006282,0.0000250443,0.00002884767],"domain_scores_gemma":[0.9997881,0.00005861485,0.00001615669,0.00001617629,0.00007484117,0.00004608602],"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":[0.006862665,0.0006744697,0.08170532,0.0006439795,0.0001433569,0.008646667,0.001757754,0.361992,0.4494718,0.001606324,0.008467002,0.07802852],"study_design_scores_gemma":[0.0000884158,0.002190048,0.1813095,0.0000590336,0.00007531296,0.0006138971,0.003205437,0.7550874,0.054588,0.0002750264,0.002458256,0.00004964973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976639,0.00001329207,0.0004711643,0.00002623819,0.000008182826,0.000003567875,0.00007080474,0.00003137489,0.001711491],"genre_scores_gemma":[0.9991742,0.000009527626,0.0000725299,0.000003643262,7.528937e-7,0.000001425102,0.00004856368,0.000002881552,0.0006864482],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004253341,"threshold_uncertainty_score":0.0124439,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3009396312","doi":"10.1016/j.soildyn.2020.106111","title":"Influence of the relative density and K0 effects in the cyclic response of Ottawa F-65 sand - cyclic Torsional Hollow-Cylinder shear tests for LEAP-ASIA-2019","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Liquefaction; Relative density; Consistency (knowledge bases); Repeatability; Shear (geology); Geotechnical engineering; Cylinder; Engineering; Structural engineering; Geology; Mathematics; Materials science; Statistics; Composite material; Mechanical engineering; Geometry","authors":[{"name":"Ruben R. Vargas","is_ca":false},{"name":"Kyohei Ueda","is_ca":false},{"name":"Kazuaki Uemura","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003953520984294037,"gpt":0.1884640410840002,"spread":0.1845105200997061,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008797592,0.0004893694,0.0002850246,0.0005189983,0.0004660572,0.0006384018,0.0006919473,0.0004245132,0.0008008934],"category_scores_gemma":[0.002289585,0.0002772057,0.000305593,0.0005240084,0.0007252994,0.0004382175,0.0004904072,0.0003117681,0.0001726262],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001318553,"about_ca_system_score_gemma":0.0009605021,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06752408,"about_ca_topic_score_gemma":0.09870041,"domain_scores_codex":[0.9993819,0.00009316159,0.00006617465,0.0000935768,0.0002733874,0.00009174918],"domain_scores_gemma":[0.998745,0.0004799468,0.0001484984,0.0001404342,0.0004280235,0.00005816256],"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":[0.003361877,0.0003116962,0.09262305,0.0002832268,0.00008109011,0.0009540488,0.001444286,0.1299905,0.738408,0.0004592198,0.0005062724,0.03157675],"study_design_scores_gemma":[0.00004292799,0.001398715,0.1366346,0.00003111083,0.0000954452,0.0002001401,0.001123294,0.09634462,0.762663,0.0000948004,0.001264094,0.0001072475],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985838,0.00003920928,0.0006853952,0.00001553082,0.000003496645,0.0000103779,0.0001471327,0.0000296719,0.0004854706],"genre_scores_gemma":[0.9993497,0.00002299514,0.000335271,0.000003942411,3.694167e-7,0.000004259195,0.00007510122,0.000006028107,0.000202429],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06752408,"threshold_uncertainty_score":0.1342621,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3117829404","doi":"10.1016/j.soildyn.2020.106549","title":"Seismic responses of monopile-supported offshore wind turbines in soft clays under scoured conditions","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":52,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geotechnical engineering; Geology; Offshore wind power; Submarine pipeline; Turbine; Bridge scour; Engineering; Structural engineering","authors":[{"name":"Wenyu Jiang","is_ca":true},{"name":"Cheng Lin","is_ca":true},{"name":"Min Sun","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007203070391798696,"gpt":0.1944751307618381,"spread":0.1872720603700394,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001317238,0.0002372117,0.000277882,0.0002783278,0.0002609456,0.0003847958,0.0002915126,0.0006850662,0.001946103],"category_scores_gemma":[0.0008230907,0.0001826153,0.0002500744,0.0002376912,0.0004774725,0.0002828478,0.0004429411,0.0003524788,0.0002707333],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001686241,"about_ca_system_score_gemma":0.0001991613,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004476947,"about_ca_topic_score_gemma":0.005166983,"domain_scores_codex":[0.999889,0.00001678021,0.000007912362,0.00001869317,0.00002391996,0.0000436344],"domain_scores_gemma":[0.9996489,0.0001305201,0.00003289981,0.00001964049,0.00006443215,0.0001035717],"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":[0.01054522,0.0007766456,0.09257227,0.0004288226,0.0002552125,0.01139734,0.003492366,0.3274983,0.5231431,0.0009641615,0.002070757,0.02685571],"study_design_scores_gemma":[0.0001829843,0.00181183,0.423484,0.00007115214,0.000124449,0.0008169643,0.005037681,0.5281084,0.03904868,0.0005188141,0.0006886789,0.0001063993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992096,0.000007741993,0.0001749638,0.00001132542,0.00000312104,0.000002200022,0.0000443022,0.000008200211,0.0005385529],"genre_scores_gemma":[0.999711,0.000006586561,0.00002958224,0.000002720304,7.003595e-7,0.000001179621,0.00003072311,0.00000171233,0.0002157827],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004476947,"threshold_uncertainty_score":0.008901775,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2056723090","doi":"10.1016/j.soildyn.2006.12.009","title":"Artificial neural network application to estimate kinematic soil pile interaction response parameters","year":2007,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Pile; Kinematics; Artificial neural network; Bending moment; Kinematic wave; Moment (physics); Soil structure interaction; Head (geology); Geotechnical engineering; Foundation (evidence); Structural engineering; Engineering; Geology; Computer science; Finite element method; Artificial intelligence; Physics","authors":[{"name":"Irshad Ahmad","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Akhtar Naeem Khan","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005828437460185493,"gpt":0.2194473741492662,"spread":0.2136189366890807,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004712096,0.0004407279,0.000339835,0.0006048497,0.0002128421,0.0003568259,0.0002996546,0.0006620151,0.001017109],"category_scores_gemma":[0.001986691,0.0002345805,0.0002020013,0.0005910221,0.0001372625,0.000327133,0.0002015471,0.0003215518,0.0002523125],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002647116,"about_ca_system_score_gemma":0.0002737279,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007872422,"about_ca_topic_score_gemma":0.006845957,"domain_scores_codex":[0.9998873,0.00003424614,0.00001059958,0.00002570427,0.00003091748,0.00001125556],"domain_scores_gemma":[0.9991302,0.0005244744,0.00005604307,0.00003161913,0.0002425122,0.00001519622],"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":[0.000288401,0.0001255755,0.004645339,0.00008801188,0.00008667249,0.0001430982,0.00006339112,0.6952374,0.01805975,0.000552539,0.0009691768,0.2797406],"study_design_scores_gemma":[0.000002836504,0.00001268396,0.001010332,0.000002131766,0.000005859609,0.000009111192,0.000005125964,0.9973843,0.001379839,0.0001022274,0.00008219458,0.000003403493],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3405619,0.0006765356,0.6532608,0.0001555726,0.0001570736,0.00004991623,0.000185071,0.001160677,0.003792405],"genre_scores_gemma":[0.9444174,0.0001518825,0.05221546,0.00003345605,0.00002710382,0.00004843871,0.0001330396,0.0000270955,0.002946054],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.007872422,"threshold_uncertainty_score":0.01565319,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2999704388","doi":"10.1016/j.soildyn.2019.106011","title":"A novel segmental cored column for upgrading the seismic performance of underground frame structures","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Column (typography); Frame (networking); Envelope (radar); Displacement (psychology); Seismic loading; Engineering; Geotechnical engineering; Geology; Mechanical engineering","authors":[{"name":"Dechun Lu","is_ca":false},{"name":"Chunyu Wu","is_ca":false},{"name":"Chao Ma","is_ca":false},{"name":"Xiuli Du","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007202325537610486,"gpt":0.1757132648324967,"spread":0.1685109392948862,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006681342,0.0003364328,0.0003256664,0.0003306857,0.0002293755,0.0003205243,0.0006981059,0.00026972,0.002975635],"category_scores_gemma":[0.000105509,0.0001256213,0.0001363924,0.000336907,0.0001647249,0.0002871852,0.0003621417,0.0001958787,0.000532119],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001850443,"about_ca_system_score_gemma":0.0003649675,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001555961,"about_ca_topic_score_gemma":0.004894824,"domain_scores_codex":[0.9999324,0.00000540534,0.000002501849,0.00001605793,0.00002845407,0.00001513333],"domain_scores_gemma":[0.9998995,0.00001013114,0.000009847236,0.00001565698,0.00004251554,0.00002221681],"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":[0.0004634636,0.0002153329,0.00298966,0.0002316795,0.00002706748,0.0002301396,0.00006398741,0.02446312,0.7836211,0.001355223,0.002217278,0.184122],"study_design_scores_gemma":[0.0001042692,0.002382871,0.01383203,0.0000548638,0.0001616774,0.000433112,0.0002082298,0.5364618,0.4306275,0.0006348185,0.0149932,0.0001056458],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7052534,0.0006627633,0.2748176,0.0001246274,0.0002388833,0.0000802058,0.0004876473,0.001603475,0.01673145],"genre_scores_gemma":[0.9505756,0.0001349658,0.04599373,0.0000543563,0.00002069758,0.00002356322,0.0002363277,0.00003773494,0.002923068],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002975635,"threshold_uncertainty_score":0.009954512,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4289857133","doi":"10.1016/j.soildyn.2022.107460","title":"Study on seismic performance and index limits quantification for prefabricated subway station structures","year":2022,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","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":"Western University","funders":"National Key Research and Development Program of China; Ministry of Science and Technology of the People's Republic of China","keywords":"Structural engineering; Finite element method; Displacement (psychology); Column (typography); Engineering; Deformation (meteorology); Seismic analysis; Geotechnical engineering; Internal forces; Geology; Connection (principal bundle)","authors":[{"name":"Jinnan Chen","is_ca":false},{"name":"Chengshun Xu","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Xiuli Du","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009145561720837723,"gpt":0.1999587580082393,"spread":0.1908131962874015,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005606058,0.000443862,0.0002975556,0.0008603873,0.0002521632,0.0004125263,0.0004259346,0.0003506693,0.0008774232],"category_scores_gemma":[0.001385675,0.0001433729,0.0003275621,0.0005584637,0.0002675877,0.0005466442,0.0002895123,0.0002379128,0.0001443325],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003189085,"about_ca_system_score_gemma":0.0002992261,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003897029,"about_ca_topic_score_gemma":0.002863529,"domain_scores_codex":[0.9996061,0.00006109547,0.00001792827,0.00006883806,0.0002038648,0.00004228462],"domain_scores_gemma":[0.9990858,0.0003242685,0.0001290228,0.000122862,0.000300639,0.00003748687],"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":[0.0008307458,0.0004748326,0.09866941,0.0003259782,0.0001196258,0.000627096,0.00111682,0.3979386,0.3154761,0.002725493,0.0006943299,0.1810008],"study_design_scores_gemma":[0.00001255868,0.001216478,0.1348779,0.00002772195,0.00009715208,0.0002580634,0.0004790312,0.7838582,0.076809,0.0007768391,0.001547519,0.00003959147],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9781507,0.00007631936,0.02001184,0.00001555856,0.000003308564,0.00000791553,0.00006685386,0.00005964927,0.001607804],"genre_scores_gemma":[0.997136,0.00002958821,0.002289789,0.000002073713,0.000002068428,0.00000280742,0.0001025429,0.000006518912,0.000428664],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003897029,"threshold_uncertainty_score":0.007748723,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2024408586","doi":"10.1016/s0267-7261(02)00157-4","title":"Design of efficient base isolation for hammers and presses","year":2003,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Hammer; Serviceability (structure); Engineering; Base isolation; Structural engineering; Vibration isolation; Parametric statistics; Foundation (evidence); Vibration; Isolation (microbiology); Base (topology); Mechanical engineering","authors":[{"name":"Abdul Ghafar Chehab","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006160485346922087,"gpt":0.176769679493025,"spread":0.1706091941461029,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003282111,0.001124239,0.0008476974,0.0006049114,0.0005418577,0.0008443362,0.001216571,0.0008757631,0.003553677],"category_scores_gemma":[0.0009316182,0.0006691961,0.0003515976,0.0002219143,0.0003958685,0.0006709443,0.0009392004,0.0006270614,0.001031079],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003794238,"about_ca_system_score_gemma":0.0007735876,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005870862,"about_ca_topic_score_gemma":0.001256531,"domain_scores_codex":[0.9996892,0.00003985919,0.00001201488,0.00006605632,0.0001086853,0.00008419687],"domain_scores_gemma":[0.9996207,0.00009818036,0.00007393789,0.00003263218,0.0001125507,0.00006194958],"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":[0.0006149717,0.0003345884,0.00122637,0.0003668163,0.00007959551,0.0002773514,0.0001708761,0.6309303,0.17818,0.01335992,0.001727445,0.1727318],"study_design_scores_gemma":[0.00006789098,0.000504757,0.0006139507,0.00002013705,0.00004953131,0.0001143573,0.0000733153,0.9683715,0.02524143,0.002279578,0.002646428,0.00001714432],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06339098,0.000235134,0.9272414,0.00009167341,0.00003364124,0.00009130834,0.00004913404,0.0005137841,0.008352798],"genre_scores_gemma":[0.8851865,0.0002332834,0.109835,0.00006926597,0.00004431099,0.0001718602,0.000106313,0.0001164559,0.004237042],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003553677,"threshold_uncertainty_score":0.01188827,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3206065827","doi":"10.1016/j.soildyn.2021.107013","title":"Effect of model scale on helical piles response established from shake table tests","year":2021,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Earthquake shaking table; Geotechnical engineering; Structural engineering; Scaling; Displacement (psychology); Shake; Bending; Geology; Scale (ratio); Deformation (meteorology); Scale model; Bending moment; Settlement (finance); Engineering; Mathematics; Geometry; Physics","authors":[{"name":"A. Fouad Hussein","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003465031368011564,"gpt":0.1846395979536316,"spread":0.1811745665856201,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005150248,0.0003966024,0.0004004271,0.0002408947,0.0002671841,0.0006233696,0.0003657305,0.0007185363,0.003020877],"category_scores_gemma":[0.0041539,0.000300852,0.0002681561,0.0002189622,0.0004199967,0.0005874254,0.0004434135,0.0003730219,0.0004422364],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002401315,"about_ca_system_score_gemma":0.0002101168,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001167396,"about_ca_topic_score_gemma":0.001379728,"domain_scores_codex":[0.9996855,0.00007504204,0.00002554304,0.0000572253,0.0001013184,0.00005542215],"domain_scores_gemma":[0.996909,0.001969947,0.0001884468,0.0004552867,0.0003532595,0.0001240342],"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":[0.008803235,0.0009575801,0.02416845,0.0005000963,0.00007874588,0.001738935,0.0004457894,0.3210125,0.6105706,0.001094517,0.0008950595,0.02973443],"study_design_scores_gemma":[0.0002173614,0.00361431,0.08588284,0.00004429606,0.0002235884,0.0003573776,0.0005388091,0.4108391,0.4961861,0.0003669161,0.001620455,0.0001086917],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9926161,0.00007715813,0.004937233,0.00003908439,0.00002491986,0.00001924382,0.0001906441,0.0002469746,0.001848665],"genre_scores_gemma":[0.9992055,0.00002144573,0.0004998493,0.000006104022,0.000001815215,0.000004611127,0.00004713506,0.00001953503,0.0001940543],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003020877,"threshold_uncertainty_score":0.01010585,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1983404922","doi":"10.1016/j.soildyn.2013.08.002","title":"Modeling of spatially correlated, site-reflected, and nonstationary ground motions compatible with response spectrum","year":2013,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Spectral line; Response spectrum; Spectral density; Ground motion; Geology; Base (topology); Geometry; Physics; Engineering; Seismology; Mathematics; Mathematical analysis; Telecommunications","authors":[{"name":"Deyi Zhang","is_ca":true},{"name":"Wei Liu","is_ca":false},{"name":"Wei‐Chau Xie","is_ca":true},{"name":"Mahesh D. Pandey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003797026616666901,"gpt":0.1664889308150641,"spread":0.1626919041983972,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002279964,0.000397137,0.0002977543,0.0002035092,0.000115104,0.0003461031,0.0005726762,0.0005545039,0.0005073326],"category_scores_gemma":[0.0007681975,0.0002138323,0.0003263664,0.0001847981,0.0002759676,0.0004346077,0.0002541247,0.0002887198,0.00008506895],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002465169,"about_ca_system_score_gemma":0.000311756,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004349744,"about_ca_topic_score_gemma":0.003752976,"domain_scores_codex":[0.999908,0.00003098075,0.000003782501,0.00001984904,0.00002406145,0.00001329996],"domain_scores_gemma":[0.9997545,0.0001410065,0.00003735613,0.00001940757,0.00003293489,0.00001484133],"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":[0.00001840993,0.0000187692,0.0004714289,0.000008402501,0.000009604619,0.00004294839,0.00001350063,0.9918491,0.003139023,0.002025732,0.00005234987,0.002350839],"study_design_scores_gemma":[6.840273e-7,0.000002352565,0.00007902059,2.290719e-7,8.598603e-7,0.000002242076,0.000001130489,0.9996402,0.00011764,0.0001436236,0.00001138035,5.920954e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4705301,0.0001313819,0.5244927,0.0001402258,0.00002420099,0.00002086458,0.00009073254,0.0002054702,0.004364389],"genre_scores_gemma":[0.9902427,0.00004583717,0.008248472,0.000007192191,0.000006634856,0.00001100995,0.00004248003,0.00001710756,0.001378616],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004349744,"threshold_uncertainty_score":0.008648813,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4385595843","doi":"10.1016/j.soildyn.2023.108166","title":"Seismic response of monopile foundation of offshore wind turbines under near-field and far-field ground motions","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"British Columbia Institute of Technology","funders":"","keywords":"Offshore wind power; Foundation (evidence); Turbine; Geotechnical engineering; Geology; Wind power; Renewable energy; Submarine pipeline; Seismology; Engineering","authors":[{"name":"S. Mohammad Sadegh Sahraeian","is_ca":false},{"name":"Mohammad Ali Masoumi","is_ca":false},{"name":"Mohammad Amir Najafgholipour","is_ca":false},{"name":"Ali Shafiee","is_ca":false},{"name":"Bishnu Pandey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005646582041350877,"gpt":0.1960098133237626,"spread":0.1903632312824117,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001434061,0.000222477,0.0003185804,0.0002353534,0.0002327543,0.0001820121,0.0001997213,0.0005176052,0.001862776],"category_scores_gemma":[0.0006128799,0.0001639633,0.0002234419,0.0001760842,0.0002464475,0.0002510228,0.0002803609,0.0002454696,0.0002871893],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001065332,"about_ca_system_score_gemma":0.0001279927,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001252343,"about_ca_topic_score_gemma":0.001576927,"domain_scores_codex":[0.9999075,0.00001692896,0.000004374327,0.00001468657,0.00002225311,0.00003423716],"domain_scores_gemma":[0.9996747,0.0001153968,0.00002762453,0.00002036719,0.00007774396,0.00008421957],"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":[0.00588336,0.0006221802,0.08653357,0.0002704868,0.0002107741,0.005323444,0.001253906,0.3428973,0.5124331,0.001260477,0.002333061,0.0409785],"study_design_scores_gemma":[0.00006276379,0.001670422,0.3776966,0.00003861341,0.00007741828,0.000855819,0.001642422,0.5849321,0.03185181,0.0003881913,0.0007231786,0.00006072327],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9987865,0.00001336083,0.0004231486,0.00001128742,0.000003686957,0.000001540163,0.00003181463,0.00001021925,0.0007184112],"genre_scores_gemma":[0.9995977,0.00001163353,0.00004184552,0.000002906403,0.000001063604,0.00000115019,0.00003856321,0.000001999221,0.0003031583],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001862776,"threshold_uncertainty_score":0.006231546,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2753634570","doi":"10.1016/j.soildyn.2017.08.016","title":"Investigation of liquefaction-induced lateral load on pile group behind quay wall","year":2017,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Chinese Academy of Sciences; National Natural Science Foundation of China","keywords":"Pile; Liquefaction; Group (periodic table); Geotechnical engineering; Structural engineering; Geology; Engineering; Forensic engineering; Physics","authors":[{"name":"Chunhui Liu","is_ca":false},{"name":"Liang Tang","is_ca":false},{"name":"Xianzhang Ling","is_ca":false},{"name":"Lijun Deng","is_ca":true},{"name":"Lei Su","is_ca":false},{"name":"Xiaoyu Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008134221446768841,"gpt":0.1899160972480173,"spread":0.1817818758012485,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007083563,0.0001901283,0.0001936776,0.000408184,0.0002959563,0.0001614864,0.0002217502,0.0002491515,0.001658968],"category_scores_gemma":[0.0002447258,0.0001268153,0.0001700632,0.0002885558,0.0002107297,0.0002188745,0.0002386682,0.0001914675,0.000178577],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001761385,"about_ca_system_score_gemma":0.0002076442,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004455739,"about_ca_topic_score_gemma":0.00529877,"domain_scores_codex":[0.9999387,0.000004508655,0.000002375038,0.00001368464,0.00002316825,0.0000175577],"domain_scores_gemma":[0.9998522,0.00002517969,0.00002799007,0.000009295754,0.00005228136,0.00003293127],"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":[0.001925436,0.0004073448,0.371374,0.0002949857,0.00009681084,0.004924721,0.002039222,0.02768727,0.5433239,0.0006079964,0.000680294,0.04663798],"study_design_scores_gemma":[0.00001431951,0.0003876591,0.9050508,0.00001657229,0.00004431761,0.000304715,0.001314868,0.06416439,0.02812649,0.0001037817,0.0004455142,0.0000267121],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992419,0.00001335177,0.0002171682,0.000006128697,0.00000224722,0.000002043141,0.00003506474,0.000006681758,0.0004753841],"genre_scores_gemma":[0.999594,0.00001188258,0.0000573474,0.000001456696,0.000001174712,0.000001147427,0.00003298631,0.000001169619,0.0002988268],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004455739,"threshold_uncertainty_score":0.008859634,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2923693765","doi":"10.1016/j.soildyn.2019.03.010","title":"Dynamic response of a defect pile in layered soil subjected to longitudinal vibration in parallel seismic integrity testing","year":2019,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Pile; Superstructure; Parametric statistics; Vibration; Structural engineering; Geotechnical engineering; Geology; Dynamic load testing; Engineering; Acoustics; Mathematics; Physics","authors":[{"name":"Juntao Wu","is_ca":true},{"name":"Kuihua Wang","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006439719859283302,"gpt":0.1954550112314775,"spread":0.1890152913721942,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001626688,0.0002665462,0.0003369682,0.0003210326,0.0003321293,0.0002655193,0.0003673512,0.0007096661,0.001576923],"category_scores_gemma":[0.0006704511,0.0002040066,0.0002669145,0.0002092768,0.0005704677,0.0003394142,0.000437035,0.0002790917,0.0001511976],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002057499,"about_ca_system_score_gemma":0.0002419026,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003264867,"about_ca_topic_score_gemma":0.002840675,"domain_scores_codex":[0.9998568,0.00001874759,0.000007706156,0.00002261863,0.00005132107,0.00004271021],"domain_scores_gemma":[0.9996365,0.0001225993,0.00004878235,0.00003599755,0.00008370159,0.00007248102],"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":[0.004401027,0.0005420487,0.02638334,0.0001926765,0.00009212305,0.005076447,0.0009546983,0.1927917,0.7478576,0.0005220128,0.0006936357,0.02049268],"study_design_scores_gemma":[0.00006445473,0.002207096,0.0822062,0.00003082796,0.00006967537,0.0007982803,0.001311721,0.8130736,0.09938226,0.0003228098,0.0004600259,0.00007309148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985189,0.000007026686,0.0009990111,0.00001951089,0.000003995656,0.000003100915,0.00003638279,0.00002671628,0.0003854583],"genre_scores_gemma":[0.9996146,0.000003974802,0.0001585613,0.000004181557,5.026362e-7,0.000001569794,0.00002256072,0.000002336483,0.0001917001],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003264867,"threshold_uncertainty_score":0.006491721,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4210327287","doi":"10.1016/j.soildyn.2022.107175","title":"An innovative methodology for hybrid vibration control (MR+TMD) of buildings under seismic excitations","year":2022,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Tuned mass damper; Magnetorheological fluid; Magnetorheological damper; PID controller; Structural engineering; Vibration control; Damper; Vibration; Computer science; Displacement (psychology); Control theory (sociology); Engineering; Physics; Acoustics; Control (management); Control engineering","authors":[{"name":"Seyed Hossein Hosseini Lavassani","is_ca":false},{"name":"Saman Shangapour","is_ca":false},{"name":"Peyman Homami","is_ca":false},{"name":"Vahidreza Gharehbaghi","is_ca":false},{"name":"Ehsan Noroozinejad Farsangi","is_ca":false},{"name":"T.Y. Yang","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0128114019211247,"gpt":0.2263454476872108,"spread":0.2135340457660861,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003608249,0.0004483844,0.0005130214,0.0003322857,0.000188381,0.0004737579,0.0006733824,0.0005141135,0.002311334],"category_scores_gemma":[0.0004312595,0.0001870918,0.0004812089,0.0002348531,0.0003906575,0.0003902259,0.0008766401,0.0003706946,0.0003217367],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001597362,"about_ca_system_score_gemma":0.0002027719,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005635091,"about_ca_topic_score_gemma":0.0006568012,"domain_scores_codex":[0.9997461,0.00006733274,0.00001707345,0.00006592018,0.00008512274,0.0000184501],"domain_scores_gemma":[0.9998696,0.00004708154,0.00002253297,0.00002027913,0.00003194562,0.000008600129],"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":[0.000163202,0.0001153608,0.0006477481,0.000667648,0.0001104858,0.0001635225,0.0001714384,0.3312842,0.1481061,0.03687384,0.001174521,0.4805219],"study_design_scores_gemma":[0.000009274024,0.0001723008,0.0001870842,0.00001004722,0.00001169819,0.00005296367,0.000009784184,0.9922302,0.003416096,0.00200774,0.001882727,0.00001016948],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002824665,0.00007095128,0.9961388,0.0000162551,0.00003068219,0.00001463718,0.000007439031,0.00005893702,0.0008376213],"genre_scores_gemma":[0.5982139,0.0002877975,0.3963218,0.00009593712,0.0001294375,0.0002298637,0.00005358396,0.0000613238,0.004606348],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.002311334,"threshold_uncertainty_score":0.007732153,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2767962380","doi":"10.1016/j.soildyn.2017.10.021","title":"2.5D coupled FEM-SBFEM analysis of ground vibrations induced by train movement","year":2017,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Finite element method; Vibration; Ground vibrations; Bounded function; Frequency domain; Boundary value problem; Mathematical analysis; Structural engineering; Engineering; Mathematics; Acoustics; Physics","authors":[{"name":"Alireza Yaseri","is_ca":true},{"name":"Mohammad Hossein Bazyar","is_ca":false},{"name":"S. Javady","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007993724391904492,"gpt":0.1965080601012651,"spread":0.1885143357093606,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001254823,0.0002793593,0.0002601924,0.0003069809,0.0001905641,0.0003523694,0.0003496939,0.0008429406,0.003125938],"category_scores_gemma":[0.0003245652,0.0001883532,0.0003498523,0.0002071158,0.0003492564,0.0002730341,0.0004782189,0.0001967994,0.0003632658],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001778935,"about_ca_system_score_gemma":0.0002057416,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002688312,"about_ca_topic_score_gemma":0.002320751,"domain_scores_codex":[0.9999117,0.00002217469,0.000003635819,0.00001263982,0.0000355974,0.00001414847],"domain_scores_gemma":[0.9999373,0.00002460981,0.000009615177,0.0000066159,0.0000170745,0.000004717424],"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":[0.0001148291,0.00004576694,0.001914691,0.0001099226,0.00003777947,0.0002850462,0.0001278539,0.9326483,0.03516285,0.00480689,0.0007723103,0.0239737],"study_design_scores_gemma":[0.000002933892,0.00001906734,0.001113186,0.000006431726,0.000005289837,0.00002568347,0.00001936555,0.9969415,0.0009767282,0.0003421949,0.0005428908,0.000004702815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5158557,0.0006443582,0.4388332,0.0004097745,0.0001256048,0.00007351426,0.0006642347,0.0005981083,0.0427955],"genre_scores_gemma":[0.9792511,0.0001546653,0.01306998,0.00005229918,0.00002220061,0.0000305927,0.0001423493,0.00004200795,0.007234864],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003125938,"threshold_uncertainty_score":0.01045728,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2618820345","doi":"10.1016/j.soildyn.2017.05.022","title":"Impact of ground motion duration and soil non-linearity on the seismic performance of single piles","year":2017,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Pile; Geotechnical engineering; Foundation (evidence); Nonlinear system; Soil water; Bending moment; Compaction; Geology; Structural engineering; Engineering; Soil science; Physics","authors":[{"name":"Alessandro Tombari","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Francesca Dezi","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00845484282708648,"gpt":0.2008071918164553,"spread":0.1923523489893689,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002921782,0.0002666189,0.000293777,0.0002924853,0.0002374684,0.0003355482,0.0001998453,0.0003889383,0.001654723],"category_scores_gemma":[0.002232862,0.0001631293,0.0002099485,0.0002324848,0.0003330294,0.0004469005,0.0003516365,0.0002646529,0.0002260614],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002105881,"about_ca_system_score_gemma":0.0002695984,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001500582,"about_ca_topic_score_gemma":0.001595789,"domain_scores_codex":[0.9998643,0.00002259673,0.000007809434,0.00002224094,0.00002894824,0.00005399956],"domain_scores_gemma":[0.9978995,0.00149718,0.0001667938,0.0001230345,0.0001278174,0.0001857067],"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":[0.009113274,0.0008253399,0.1207196,0.0002822261,0.0002035236,0.001909645,0.0003228675,0.5714546,0.2555876,0.0006143392,0.0003523975,0.03861464],"study_design_scores_gemma":[0.00005683494,0.002908512,0.3989078,0.00002528294,0.0001846356,0.0007353763,0.0005068968,0.5308914,0.0650653,0.0003208069,0.0003221482,0.00007509621],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998976,0.00002687658,0.0005932666,0.000009715199,0.000003337785,0.000001059558,0.00003504869,0.00001100423,0.0003437296],"genre_scores_gemma":[0.9998537,0.000009019319,0.00002543495,0.000001108244,8.855313e-7,4.039989e-7,0.00001850086,0.000002226584,0.00008864744],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001654723,"threshold_uncertainty_score":0.005535543,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3080160108","doi":"10.1016/j.soildyn.2020.106307","title":"Large shaking table tests of pile-supported structures in different ground conditions","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"National Outstanding Youth Science Fund Project of National Natural Science Foundation of China; Foundation for Innovative Research Groups of the National Natural Science Foundation of China; National Natural Science Foundation of China","keywords":"Earthquake shaking table; Geotechnical engineering; Foundation (evidence); Pile; Dissipation; Liquefaction; Displacement (psychology); Geology; Shear (geology); Soil structure interaction; Acceleration; Residual; Centrifuge; Structural engineering; Engineering; Finite element method; Petrology","authors":[{"name":"Chengshun Xu","is_ca":false},{"name":"Pengfei Dou","is_ca":false},{"name":"Xiuli Du","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Masakatsu Miyajima","is_ca":false},{"name":"Su Chen","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005686157093115183,"gpt":0.1897902866894176,"spread":0.1841041295963024,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002289147,0.0003832555,0.0002954085,0.0004085353,0.0004006321,0.0002910244,0.0003356911,0.0005764238,0.004713808],"category_scores_gemma":[0.001152047,0.0002464661,0.0003539069,0.0003764026,0.0005555035,0.0003293191,0.0004484669,0.0003974409,0.0003755666],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002765842,"about_ca_system_score_gemma":0.0003320986,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002247786,"about_ca_topic_score_gemma":0.002639232,"domain_scores_codex":[0.9997116,0.00002722463,0.00002422164,0.00003441448,0.0001110845,0.00009144849],"domain_scores_gemma":[0.9991767,0.0003870489,0.0000790753,0.00007594189,0.0001162834,0.0001649992],"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":[0.005722285,0.00030849,0.004741204,0.0001505854,0.00005053608,0.001140323,0.0006938531,0.01367533,0.9659752,0.0003463259,0.000296138,0.006899635],"study_design_scores_gemma":[0.0002949035,0.008443375,0.1163399,0.00003779339,0.0001217963,0.0006537774,0.001070007,0.02613461,0.8454859,0.0003995855,0.0009457741,0.00007264323],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979971,0.00002957905,0.000641871,0.00001409369,0.00001385002,0.00001003571,0.0001643377,0.00003151708,0.001097639],"genre_scores_gemma":[0.9987202,0.00002498551,0.0001933084,0.000009278651,0.000003655706,0.000005147286,0.0001495849,0.000007150955,0.0008867112],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004713808,"threshold_uncertainty_score":0.01576924,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2801385785","doi":"10.1016/j.soildyn.2018.04.019","title":"Dynamic analysis of axially loaded end-bearing pile in a homogeneous viscoelastic soil","year":2018,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Pile; Axial symmetry; Parametric statistics; Isotropy; Viscoelasticity; Mechanics; Displacement (psychology); Mathematics; Geotechnical engineering; Mathematical analysis; Structural engineering; Geology; Physics; Engineering; Geometry","authors":[{"name":"Bipin Kumar Gupta","is_ca":true},{"name":"Dipanjan Basu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003328623797760723,"gpt":0.1780921565534051,"spread":0.1747635327556444,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008949379,0.0004191857,0.0004212863,0.0006120726,0.0004347778,0.0005381761,0.0004626911,0.0008439738,0.001880424],"category_scores_gemma":[0.0004061673,0.0002914078,0.0003677182,0.0003233061,0.0007953357,0.0004687271,0.0005960577,0.0002793456,0.0002282965],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002900231,"about_ca_system_score_gemma":0.0003299699,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005541186,"about_ca_topic_score_gemma":0.004196037,"domain_scores_codex":[0.9999284,0.00001366072,0.000003068906,0.00001191612,0.00002234331,0.00002070956],"domain_scores_gemma":[0.9998564,0.00004418521,0.00003247711,0.000009620012,0.00003087566,0.000026484],"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":[0.0002845821,0.0001375559,0.003382635,0.0001167427,0.00005406982,0.002560273,0.000217027,0.9339943,0.04569787,0.004462798,0.0005517325,0.008540484],"study_design_scores_gemma":[0.000004541182,0.00003767004,0.002095209,0.000003728356,0.000007291237,0.00007333186,0.00006148225,0.9966251,0.0007268233,0.0002430332,0.0001144253,0.000007489713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9438814,0.0001762646,0.0399169,0.0002226744,0.00003647965,0.00003939886,0.0001207544,0.0001407852,0.01546529],"genre_scores_gemma":[0.9961437,0.0000485277,0.0006365752,0.0000142998,0.000008321927,0.000006086525,0.00002732121,0.00001244347,0.003102652],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005541186,"threshold_uncertainty_score":0.01101786,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4366766954","doi":"10.1016/j.soildyn.2023.107975","title":"Fragility framework for corroded steel moment-resisting frame buildings subjected to mainshock-aftershock sequences","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; OpenSees; Aftershock; Randomness; Structural engineering; Latin hypercube sampling; Moment (physics); Corrosion; Engineering; Geology; Geotechnical engineering; Reinforced concrete; Mathematics; Seismology; Materials science; Monte Carlo method; Statistics; Physics; Composite material","authors":[{"name":"Ghazal Saed","is_ca":true},{"name":"Georgios P. Balomenos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0105331243474334,"gpt":0.2231984533869869,"spread":0.2126653290395535,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008108705,0.0008928648,0.0007835661,0.002513745,0.0005795656,0.001295334,0.001742761,0.00122764,0.005480091],"category_scores_gemma":[0.0009429016,0.0003815419,0.0009201374,0.0006319541,0.0013429,0.0008966177,0.001316507,0.0007461143,0.0005353824],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000803346,"about_ca_system_score_gemma":0.0009359582,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01032416,"about_ca_topic_score_gemma":0.009561643,"domain_scores_codex":[0.999742,0.00004847501,0.0000136341,0.00004322358,0.0000782442,0.00007441646],"domain_scores_gemma":[0.9996644,0.00009315211,0.00007308352,0.00001665125,0.0001212733,0.00003145409],"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":[0.00004202348,0.00007952084,0.00224762,0.0001298249,0.00006427142,0.0006217156,0.0002141182,0.8628812,0.005644626,0.1126589,0.001184446,0.01423163],"study_design_scores_gemma":[0.000002998589,0.00003553061,0.001887213,0.00002410322,0.00001845241,0.00005389229,0.0001403489,0.9857145,0.000281707,0.01119816,0.0006300848,0.00001302418],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2257361,0.00180286,0.720028,0.0009044536,0.0002031766,0.0001817649,0.0006506756,0.0003327838,0.05016029],"genre_scores_gemma":[0.9791273,0.0008038223,0.01026311,0.00006699474,0.0001104205,0.00009646884,0.0001942267,0.00004675975,0.009290768],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01032416,"threshold_uncertainty_score":0.02052814,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3045250799","doi":"10.1016/j.soildyn.2020.106293","title":"Static and cyclic characterization of fouled railroad sub-ballast layer behaviour","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Ballast; Characterization (materials science); Layer (electronics); Geology; Structural engineering; Geotechnical engineering; Forensic engineering; Engineering; Materials science; Composite material; Electrical engineering; Nanotechnology","authors":[{"name":"Majid Touqan","is_ca":true},{"name":"Aly Ahmed","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Timothy D. Stark","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00520641024915992,"gpt":0.1662536069509502,"spread":0.1610471967017903,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008904892,0.0001283743,0.0001789605,0.0008876773,0.0002155871,0.0002641411,0.000336729,0.0002151182,0.002261721],"category_scores_gemma":[0.0004665785,0.0001243936,0.0001572802,0.0005357068,0.0002154098,0.0002293367,0.0001926716,0.0001440375,0.0002944789],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002546461,"about_ca_system_score_gemma":0.0001457677,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009879911,"about_ca_topic_score_gemma":0.01216931,"domain_scores_codex":[0.999921,0.000006779117,0.000004121148,0.00001969062,0.00002619205,0.00002221428],"domain_scores_gemma":[0.9998001,0.00003613446,0.00003838827,0.00002862421,0.00006521917,0.00003149741],"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":[0.0009850037,0.0003073415,0.19639,0.0002095102,0.00009769068,0.0006753539,0.001204857,0.04353245,0.6837696,0.0006841331,0.0008592108,0.07128491],"study_design_scores_gemma":[0.00001184229,0.000309723,0.7764518,0.00001939897,0.00005088473,0.0002936027,0.000654422,0.1760148,0.04448067,0.000170176,0.001499822,0.00004281672],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970642,0.00003694351,0.0015921,0.000006916799,0.000002131732,0.000005011351,0.0001917706,0.00006144057,0.001039528],"genre_scores_gemma":[0.9992388,0.00001287321,0.0002282203,0.000001493947,6.970496e-7,0.00000230857,0.0001172773,0.000009784357,0.0003885118],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009879911,"threshold_uncertainty_score":0.0196448,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2029302111","doi":"10.1016/j.soildyn.2010.06.019","title":"Hydroelastic vibration and buckling of rectangular Mindlin plates on Pasternak foundations under linearly varying in-plane loads","year":2010,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural engineering; Buckling; Vibration; Plane (geometry); Mathematics; Physics; Engineering; Geometry; Acoustics","authors":[{"name":"Shahrokh Hosseini-Hashemi","is_ca":false},{"name":"Mahmoud Karimi","is_ca":false},{"name":"D. T. Hossein Rokni","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002377039201056486,"gpt":0.1716633820390708,"spread":0.1692863428380143,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002068583,0.0002631237,0.0003277021,0.0003692169,0.0003301996,0.000430122,0.0003544048,0.0005559339,0.002057614],"category_scores_gemma":[0.001060229,0.0002554768,0.0002020953,0.0001963544,0.0009721785,0.0003783846,0.0004683939,0.0002853661,0.0001931041],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003238771,"about_ca_system_score_gemma":0.0002406725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00321427,"about_ca_topic_score_gemma":0.002725706,"domain_scores_codex":[0.9999107,0.00001958545,0.000003376887,0.00001575774,0.00002107982,0.00002950041],"domain_scores_gemma":[0.999657,0.0001733632,0.0000508657,0.00002473699,0.00004064276,0.00005331289],"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":[0.001855906,0.0001954452,0.01719922,0.0002021484,0.00008301742,0.00330686,0.000939723,0.6822852,0.2719918,0.006083467,0.0007331861,0.01512391],"study_design_scores_gemma":[0.00004008894,0.0002383588,0.04868682,0.00002265157,0.00002926493,0.0002209,0.000723921,0.9337828,0.0147694,0.001191361,0.0002482648,0.0000461368],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961929,0.00002993053,0.001502924,0.0000325059,0.000005141483,0.000005082237,0.00002638279,0.00001299483,0.002192151],"genre_scores_gemma":[0.9990034,0.0000143692,0.0001719714,0.000004069812,0.000001387038,0.000002411981,0.0000116961,0.000003734225,0.0007870999],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00321427,"threshold_uncertainty_score":0.006883383,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3193675430","doi":"10.1016/j.soildyn.2021.106931","title":"Monotonic and cyclic behaviour of sand in direct simple shear test conditions considering low stresses","year":2021,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Geotechnical engineering; Amplitude; Shear (geology); Shear stress; Monotonic function; Cyclic stress; Overburden pressure; Compaction; Stress (linguistics); Simple shear; Displacement (psychology); Materials science; Direct shear test; Triaxial shear test; Constant (computer programming); Effective stress; Geology; Structural engineering; Composite material; Engineering; Mathematics; Optics","authors":[{"name":"Mahmud Amer Al Tarhouni","is_ca":true},{"name":"Bipul Hawlader","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003405452311566829,"gpt":0.1855761387855098,"spread":0.1821706864739429,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001321073,0.0002122857,0.0001949521,0.0005818747,0.0002425159,0.0003632377,0.0002825554,0.0003150816,0.002478089],"category_scores_gemma":[0.001302848,0.0001635714,0.0001795718,0.0003563168,0.0006179747,0.0002443078,0.0002137306,0.0001677239,0.0001922836],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002484797,"about_ca_system_score_gemma":0.0003945758,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008737216,"about_ca_topic_score_gemma":0.01071333,"domain_scores_codex":[0.999905,0.00001411229,0.000005484512,0.00001974793,0.00002515311,0.00003053271],"domain_scores_gemma":[0.9994017,0.0002911314,0.00007393467,0.00004954034,0.00012006,0.00006355327],"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":[0.004679581,0.0004823767,0.1026729,0.0005304041,0.0001352404,0.003982442,0.00114575,0.3027329,0.544751,0.003589089,0.001301851,0.03399645],"study_design_scores_gemma":[0.0000678914,0.0007937767,0.2417185,0.00005423501,0.0001003621,0.0006248342,0.000889895,0.6465641,0.1072878,0.001090342,0.0007158056,0.00009260832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977301,0.00003676743,0.0004624054,0.00001192802,0.000002678217,0.000004690471,0.0001390101,0.00002398716,0.001588279],"genre_scores_gemma":[0.9996098,0.00001786556,0.00008030993,0.000001965147,0.000001008696,0.000002051298,0.00005236388,0.000004739215,0.000230131],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008737216,"threshold_uncertainty_score":0.01737273,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4406507848","doi":"10.1016/j.soildyn.2025.109230","title":"Generalized solution for tunnel longitudinal response to fault movement","year":2025,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China","keywords":"Movement (music); Geology; Seismology; Fault (geology); Structural engineering; Geotechnical engineering; Engineering; Physics; Acoustics","authors":[{"name":"Lihui Xu","is_ca":false},{"name":"Xiuli Du","is_ca":false},{"name":"Jingqi Huang","is_ca":false},{"name":"Mi Zhao","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Zhao Xu","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005470752304015674,"gpt":0.2059535589835455,"spread":0.2004828066795298,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005818176,0.0007940847,0.000800904,0.0007136689,0.0004412481,0.0008549844,0.001123401,0.002468232,0.007744309],"category_scores_gemma":[0.002782424,0.0003673618,0.0007372649,0.0005220638,0.0011734,0.0009937822,0.001482374,0.0008829894,0.0005425133],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006680981,"about_ca_system_score_gemma":0.001338571,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008343882,"about_ca_topic_score_gemma":0.006551305,"domain_scores_codex":[0.9998208,0.00007491682,0.000007529317,0.00002981605,0.00003686668,0.00003022407],"domain_scores_gemma":[0.9995354,0.000151994,0.00004467445,0.00003801102,0.0001830271,0.00004684785],"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":[0.00006529313,0.0000401969,0.0004825438,0.0001656053,0.00004768072,0.0002777723,0.000183615,0.9017089,0.00612034,0.07715082,0.002567519,0.0111896],"study_design_scores_gemma":[0.000008588727,0.000008805528,0.0001396063,0.000008587056,0.00000348226,0.00002400881,0.00004138949,0.9903142,0.0001508264,0.008715175,0.0005759146,0.000009418094],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1081713,0.0007285016,0.853402,0.001370458,0.000523945,0.0001478497,0.0003835142,0.0004587395,0.03481368],"genre_scores_gemma":[0.8730265,0.0007062964,0.06428176,0.000595126,0.0002218646,0.0002387098,0.0003111044,0.0003517806,0.0602668],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008343882,"threshold_uncertainty_score":0.02590728,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4310243832","doi":"10.1016/j.soildyn.2022.107651","title":"New method to calculate the kinematic response of offshore pipe piles under seismic S-waves","year":2022,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; China Academy of Space Technology; China University of Geosciences, Wuhan; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Submarine pipeline; Kinematics; Geology; Geotechnical engineering; Pile; Vibration; Embedment; Curvature; Parametric statistics; Deformation (meteorology); Offshore geotechnical engineering; Timoshenko beam theory; Structural engineering; Engineering; Mechanics; Beam (structure); Geometry; Acoustics; Physics; Mathematics","authors":[{"name":"Libo Chen","is_ca":false},{"name":"Jiaxuan Li","is_ca":false},{"name":"Wenbing Wu","is_ca":true},{"name":"Hao Liu","is_ca":false},{"name":"Yao Yao","is_ca":false},{"name":"Peng Zhang","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006135964020744804,"gpt":0.2069708324854508,"spread":0.2008348684647059,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001775483,0.0004877955,0.0004634055,0.0005673235,0.0003244597,0.0003158395,0.0007997284,0.000704317,0.003292094],"category_scores_gemma":[0.0005507806,0.0003296303,0.0005046608,0.0004535757,0.0002428531,0.0005581261,0.0004296008,0.000472371,0.0009592551],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002482914,"about_ca_system_score_gemma":0.0005655648,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003760427,"about_ca_topic_score_gemma":0.004815178,"domain_scores_codex":[0.9999055,0.00001496313,0.000005807655,0.00001448269,0.00005073158,0.000008407974],"domain_scores_gemma":[0.9998001,0.00005199002,0.00001633315,0.00002025248,0.00009726614,0.00001408725],"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":[0.0001310499,0.0001833338,0.003111756,0.0003908527,0.0001420157,0.0004324233,0.0001943028,0.654264,0.07277104,0.01255479,0.003872995,0.2519515],"study_design_scores_gemma":[0.00001034524,0.0000185056,0.0003553746,0.000006326127,0.00000890167,0.00005001175,0.0000129683,0.9951718,0.002245527,0.0005393718,0.001572557,0.000008284864],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01544359,0.0001165153,0.980763,0.00003241728,0.00008958975,0.00004811743,0.00006285831,0.0004330377,0.003010821],"genre_scores_gemma":[0.3993278,0.0005453245,0.5790284,0.00009111495,0.000110573,0.0004141778,0.0003049136,0.0003621181,0.01981556],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003760427,"threshold_uncertainty_score":0.01101309,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4362575436","doi":"10.1016/j.soildyn.2023.107937","title":"Roles of pre- and post-liquefaction stages in dynamic system response of liquefiable sand retained by a sheet-pile wall","year":2023,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Liquefaction; Centrifuge; Geotechnical engineering; Acceleration; Soil liquefaction; Geology; Pile; Wave loading; Plasticity; Response analysis; Structural engineering; Engineering; Submarine pipeline; Materials science","authors":[{"name":"Keith Perez","is_ca":true},{"name":"Andrés Reyes","is_ca":true},{"name":"Mahdi Taiebat","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.002409054570365991,"gpt":0.1750442917745901,"spread":0.1726352372042241,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001034743,0.0002195714,0.0001659869,0.0002610539,0.0002189695,0.0004499264,0.0001659516,0.0002241788,0.002369047],"category_scores_gemma":[0.0004916562,0.0001701113,0.0001307062,0.00009737412,0.0002552574,0.0002823497,0.0002922172,0.0001812174,0.0002114262],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001906613,"about_ca_system_score_gemma":0.0002475336,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002338702,"about_ca_topic_score_gemma":0.003065924,"domain_scores_codex":[0.9999572,0.000005131543,0.000002323436,0.000007286913,0.000006654283,0.00002144823],"domain_scores_gemma":[0.9998041,0.00007056148,0.00003468254,0.000009002646,0.00003268608,0.00004906621],"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":[0.004331445,0.0005507297,0.09174059,0.0002184958,0.00008842503,0.001974202,0.001010239,0.1692973,0.6882158,0.002962557,0.0003723996,0.03923777],"study_design_scores_gemma":[0.00003921002,0.0009211071,0.4244527,0.00003448021,0.00005259852,0.0002343211,0.00102928,0.4923606,0.07957414,0.0007386291,0.0004830982,0.00007990504],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980184,0.0000194352,0.001112374,0.00000901063,0.000002019117,0.000005129659,0.00002453336,0.00001812399,0.000790916],"genre_scores_gemma":[0.9996687,0.000006205955,0.00007274817,9.385089e-7,3.274839e-7,0.000001336729,0.00001047136,0.000001959871,0.0002372749],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002369047,"threshold_uncertainty_score":0.007925272,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4396946017","doi":"10.1016/j.soildyn.2024.108701","title":"Seismic response characteristics of shield tunnel structures in liquefiable soils","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"National Key Research and Development Program of China; Qinghai Provincial Department of Science and Technology; Fundamental Research Funds for the Central Universities; Tongji University; National Natural Science Foundation of China","keywords":"Shield; Geology; Geotechnical engineering; Liquefaction; Soil water; Seismic analysis; Seismology; Soil science; Petrology","authors":[{"name":"Yiyao Shen","is_ca":false},{"name":"M. Hesham El Naggar","is_ca":true},{"name":"Dongmei Zhang","is_ca":false},{"name":"Liyun Li","is_ca":false},{"name":"Xiuli Du","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003584873127954615,"gpt":0.1812070046120618,"spread":0.1776221314841072,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001591618,0.0001748347,0.0001460545,0.0004190253,0.000127934,0.0001792013,0.0001807206,0.0003000414,0.001770471],"category_scores_gemma":[0.0009464952,0.0001250554,0.00008989245,0.0002329843,0.00017776,0.0001405979,0.000203336,0.0001657692,0.0002506495],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001529039,"about_ca_system_score_gemma":0.0001550891,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001859458,"about_ca_topic_score_gemma":0.002117124,"domain_scores_codex":[0.9999233,0.0000121396,0.000003922369,0.0000092896,0.00002179182,0.00002951474],"domain_scores_gemma":[0.9995428,0.0001569379,0.00006355849,0.00002195557,0.0001194299,0.00009538285],"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":[0.005795087,0.0006562377,0.1414188,0.0001490248,0.00006810909,0.002518637,0.001601918,0.1598003,0.6461713,0.001250872,0.0009198657,0.03964986],"study_design_scores_gemma":[0.0001108225,0.002875595,0.4983038,0.00005146484,0.00005404585,0.00110791,0.002598618,0.4095556,0.08372315,0.0005309547,0.001029233,0.00005891712],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991552,0.000006971698,0.0003712045,0.000004509112,8.664671e-7,0.000001713984,0.00003149935,0.000009032774,0.0004190287],"genre_scores_gemma":[0.9995263,0.000006945772,0.00007126905,0.000002233866,4.823657e-7,0.000001173081,0.0000497236,0.000001922586,0.0003400293],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001859458,"threshold_uncertainty_score":0.005922794,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4221014120","doi":"10.1016/j.soildyn.2022.107221","title":"Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program","year":2022,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Gradation; Centrifuge; Geotechnical engineering; Levee; Liquefaction; Geology; Soil liquefaction; Engineering","authors":[{"name":"Trevor J. Carey","is_ca":true},{"name":"Anna Chiaradonna","is_ca":false},{"name":"Nathan C. Love","is_ca":false},{"name":"Daniel W. Wilson","is_ca":false},{"name":"Katerina Ziotopoulou","is_ca":false},{"name":"Alejandro Martínez","is_ca":false},{"name":"Jason T. DeJong","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003178938965134803,"gpt":0.1881601966570739,"spread":0.1849812576919391,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005387376,0.0003698933,0.0003277849,0.0004291029,0.0005391943,0.0002444208,0.0004273818,0.000440488,0.001185082],"category_scores_gemma":[0.001735299,0.0002186982,0.0002873432,0.00033937,0.0003078575,0.0003609147,0.0003523136,0.0004040552,0.0001391438],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003463684,"about_ca_system_score_gemma":0.0003409784,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005568705,"about_ca_topic_score_gemma":0.01008523,"domain_scores_codex":[0.9997666,0.00005885423,0.00002254258,0.00003932857,0.00004427181,0.00006844042],"domain_scores_gemma":[0.9987255,0.0005172843,0.0001448358,0.00009224374,0.0003322965,0.0001877954],"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":[0.01352287,0.004693922,0.1008652,0.0001006626,0.00008181509,0.000915665,0.001788928,0.009773518,0.8338375,0.0001164865,0.0003964013,0.03390706],"study_design_scores_gemma":[0.000213332,0.04283951,0.378196,0.00002293929,0.0001659147,0.0003394104,0.001945322,0.02948163,0.5459257,0.00007050485,0.0007227557,0.00007711827],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999761,0.000003687416,0.000110969,0.000004974925,0.000001147139,0.000004136064,0.00001920218,0.000008373489,0.0000863994],"genre_scores_gemma":[0.9996157,0.000006143543,0.0001406367,0.000008240201,7.463356e-7,0.000004774937,0.00004471862,0.000004151688,0.0001749892],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005568705,"threshold_uncertainty_score":0.01107258,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4220820466","doi":"10.1016/j.soildyn.2022.107214","title":"Prediction of lateral spreading displacement using conditional Generative Adversarial Network (cGAN)","year":2022,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Displacement (psychology); Nonlinear system; Generative grammar; Geology; Sensitivity (control systems); Structural engineering; Ground motion; Deformation (meteorology); Liquefaction; Generative adversarial network; Geotechnical engineering; Computer science; Algorithm; Seismology; Engineering; Machine learning; Artificial intelligence; Deep learning","authors":[{"name":"Haile Woldesellasse","is_ca":true},{"name":"Solomon Tesfamariam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006078524726579297,"gpt":0.1754516473838026,"spread":0.1693731226572233,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005774989,0.0006436188,0.0005706743,0.0004304516,0.0002604438,0.0004010975,0.0009833289,0.0008906912,0.001508041],"category_scores_gemma":[0.00151825,0.0003995344,0.000522814,0.0003929225,0.0005091631,0.0005615601,0.0009544284,0.001121199,0.0002874717],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005220205,"about_ca_system_score_gemma":0.0006122456,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01187225,"about_ca_topic_score_gemma":0.01325624,"domain_scores_codex":[0.9998388,0.00004041995,0.00000687587,0.00005132132,0.00003052836,0.0000319372],"domain_scores_gemma":[0.9992037,0.0005417102,0.00006949092,0.00004445201,0.000101301,0.00003939995],"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":[0.00004318455,0.00001798915,0.0008692996,0.00001007961,0.00001547535,0.00003316267,0.0000109104,0.982631,0.0004834234,0.001177027,0.000501232,0.01420716],"study_design_scores_gemma":[5.798761e-7,0.000002025183,0.0000426729,4.291016e-7,8.604015e-7,0.000001812546,5.203337e-7,0.9996943,0.00005131356,0.0001911825,0.00001373626,6.946738e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.203696,0.0005372348,0.7900672,0.0005964248,0.000193429,0.00004771824,0.0003613537,0.0009544712,0.00354611],"genre_scores_gemma":[0.9754192,0.0001099967,0.0213656,0.0001026341,0.00004361611,0.00002829077,0.0003145576,0.0000327981,0.002583361],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01187225,"threshold_uncertainty_score":0.0236063,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2999384677","doi":"10.1016/j.soildyn.2019.106022","title":"Seismic performance of energy-dissipating post-tensioned CLT shear wall structures I: Shear wall modeling and design procedure","year":2020,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Shear wall; Shear (geology); Structural engineering; Parametric statistics; Work (physics); Materials science; Geotechnical engineering; Engineering; Composite material; Mathematics; Mechanical engineering","authors":[{"name":"Xiaofeng Sun","is_ca":true},{"name":"Minjuan He","is_ca":false},{"name":"Zheng Li","is_ca":false},{"name":"Frank Lam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00760063616436393,"gpt":0.1741334887133066,"spread":0.1665328525489427,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003789537,0.0004389347,0.0002769558,0.0003272472,0.0002869843,0.0003999752,0.0007129598,0.0006903984,0.001857383],"category_scores_gemma":[0.0007314511,0.0002297648,0.0004673358,0.0002620384,0.0002821201,0.0002312697,0.0002900792,0.0002400546,0.0003433372],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003877024,"about_ca_system_score_gemma":0.0003872564,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002591775,"about_ca_topic_score_gemma":0.001853283,"domain_scores_codex":[0.9998846,0.00002495626,0.000008516444,0.00001711733,0.00004570729,0.00001922161],"domain_scores_gemma":[0.9997552,0.0001014541,0.00004052776,0.00002398625,0.00006432424,0.00001452988],"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":[0.0003386154,0.0001225566,0.002553025,0.0001067105,0.00001955754,0.0001379238,0.0001084905,0.9275114,0.05430987,0.001319689,0.0002237677,0.0132485],"study_design_scores_gemma":[0.00001982503,0.0003809993,0.001898438,0.000008389978,0.00001721929,0.00002243577,0.00003525225,0.9732792,0.02392454,0.0001286598,0.0002763662,0.000008609392],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9151887,0.00007360727,0.07294238,0.00006412095,0.00001255295,0.0000585274,0.0002664439,0.0001863326,0.01120726],"genre_scores_gemma":[0.9934691,0.00003061891,0.005034097,0.000006535164,0.000002194254,0.00003485535,0.00009271256,0.00001393282,0.0013158],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002591775,"threshold_uncertainty_score":0.006213546,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2057987775","doi":"10.1016/j.soildyn.2011.07.002","title":"Monofrequency in situ damping measurements in Ottawa area soft soils","year":2011,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Waves and Analysis","field":"Earth and Planetary Sciences","cited_by":26,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Carleton University; Geological Survey of Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geophone; Damping ratio; Silt; Geology; Soil water; Borehole; Attenuation; Radiation damping; Geotechnical engineering; Shear modulus; Seismology; Frequency band; Dispersion (optics); Pore water pressure; Soil science; Materials science; Acoustics; Vibration; Engineering; Physics; Geomorphology; Composite material","authors":[{"name":"H Crow","is_ca":true},{"name":"J. A. Hunter","is_ca":true},{"name":"Dariush Motazedian","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0214748055444251,"gpt":0.1820718261943431,"spread":0.160597020649918,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008385094,0.0002307308,0.0002047141,0.0009976166,0.0007968014,0.000593735,0.0005569705,0.0003004235,0.001143874],"category_scores_gemma":[0.0003794922,0.0002629714,0.000116496,0.0009168949,0.0004018073,0.0003465934,0.0004008496,0.0002212581,0.0002668259],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0014,"about_ca_system_score_gemma":0.0008133348,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.4460209,"about_ca_topic_score_gemma":0.7644289,"domain_scores_codex":[0.9998665,0.000007723491,0.000009470006,0.00003677706,0.00003369447,0.00004589673],"domain_scores_gemma":[0.9997099,0.00004227035,0.00004571011,0.00001960603,0.0001219955,0.00006034149],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.001476421,0.0003073088,0.5569138,0.0002488928,0.0001257623,0.0006986345,0.004508405,0.006445936,0.3903893,0.0002457694,0.0007536785,0.03788609],"study_design_scores_gemma":[0.00002402797,0.00009180115,0.978817,0.00001296365,0.00006865576,0.0001082601,0.001909357,0.004204505,0.01385082,0.00004157929,0.0008453151,0.00002577377],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989412,0.00001749945,0.00009136078,0.000006386783,0.000001660627,0.000003508467,0.0003470266,0.000006292517,0.0005850065],"genre_scores_gemma":[0.9991155,0.00002773745,0.0002072821,0.000003778253,0.000001247392,0.000003588772,0.0001603821,0.000002325307,0.0004782591],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.553979,"threshold_uncertainty_score":0.8868496,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4390804110","doi":"10.1016/j.soildyn.2024.108464","title":"A hybrid buckling-restrained brace for enhancing the seismic performance of steel moment resisting frames","year":2024,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Basic and Applied Basic Research Foundation of Guangdong Province; National Key Research and Development Program of China; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Dissipation; Structural engineering; Damper; Brace; Moment (physics); Buckling; Nonlinear system; Displacement (psychology); Braced frame; Computer science; Engineering; Frame (networking); Mechanical engineering","authors":[{"name":"Zhipeng Zhai","is_ca":true},{"name":"Yanhui Liu","is_ca":false},{"name":"Oya Mercan","is_ca":true},{"name":"Shuang Zou","is_ca":false},{"name":"Fulin Zhou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004135799519823209,"gpt":0.1864046778661999,"spread":0.1822688783463767,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009675767,0.0003658124,0.0004053693,0.000327357,0.000265696,0.0002858857,0.0005898488,0.000239841,0.00313107],"category_scores_gemma":[0.0001635243,0.000124384,0.0001510853,0.000193004,0.0001565387,0.0002516022,0.000250103,0.0001391138,0.0003716314],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000126929,"about_ca_system_score_gemma":0.0002657388,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001375137,"about_ca_topic_score_gemma":0.003338082,"domain_scores_codex":[0.9999281,0.00001041976,0.000002997314,0.0000105526,0.00003241903,0.00001547696],"domain_scores_gemma":[0.9999322,0.00001108554,0.00001055121,0.00001010043,0.00002629787,0.000009706782],"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":[0.0008021731,0.0002840429,0.001608696,0.0002606407,0.00006920075,0.0003468535,0.0001437176,0.1369203,0.6637131,0.005897919,0.001291599,0.1886617],"study_design_scores_gemma":[0.00006201288,0.001153224,0.003207106,0.00002957655,0.00006078736,0.0001567312,0.00008113809,0.9185283,0.07149033,0.0006501267,0.004545069,0.00003565671],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6888647,0.0006432995,0.2933193,0.00007999555,0.0001085726,0.00006219267,0.00007983069,0.0006472724,0.01619492],"genre_scores_gemma":[0.9836779,0.0001033186,0.01323056,0.00001757815,0.000007864563,0.00001911298,0.00004198421,0.0000200384,0.002881613],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00313107,"threshold_uncertainty_score":0.01047444,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}