{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":32,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":32,"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":"3d203910b650","filters":{"venue":"Geotechnical Frontiers 2017"}},"results":[{"id":"W2602676141","doi":"10.1061/9780784480441.018","title":"Design and Construction of an Experimental Soil-Bentonite Cutoff Wall","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Kensington Health","funders":"","keywords":"Geotechnical engineering; Hydraulic conductivity; Bentonite; Levee; Consolidation (business); Cutoff; Trench; Slurry; Geology; Geosynthetics; Materials science; Soil science; Soil water; Composite material","authors":[{"name":"Jeffrey Evans","is_ca":true},{"name":"Daniel Ruffing","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01766593598970322,"gpt":0.2561634662773973,"spread":0.238497530287694,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001169805,0.0008033044,0.0008344233,0.0005350253,0.001152235,0.0005622175,0.00136479,0.0009350976,0.004665534],"category_scores_gemma":[0.0008340302,0.0004165191,0.0005476776,0.0006099606,0.001064922,0.0004746599,0.001030324,0.001039871,0.0007905414],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008469785,"about_ca_system_score_gemma":0.002676103,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002074531,"about_ca_topic_score_gemma":0.003544715,"domain_scores_codex":[0.9992304,0.00009404891,0.00007082954,0.0002227302,0.0002240336,0.0001578475],"domain_scores_gemma":[0.9987426,0.0001718956,0.0001633718,0.000233119,0.0002989259,0.0003901212],"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":[0.007575889,0.008665011,0.01075072,0.0008905194,0.00005674237,0.0005749526,0.0005555485,0.007368207,0.9271005,0.001849543,0.000436306,0.03417619],"study_design_scores_gemma":[0.001970637,0.116141,0.07743067,0.0002056028,0.0003712952,0.0003053317,0.001674612,0.02028172,0.7375188,0.001734515,0.042177,0.0001887585],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9548565,0.0000761978,0.03477537,0.00005869659,0.00008289782,0.006376198,0.001023077,0.0003055097,0.002445592],"genre_scores_gemma":[0.8395174,0.0003320429,0.1281298,0.0001256039,0.00002904145,0.02292147,0.00173457,0.0001161871,0.007093946],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004665534,"threshold_uncertainty_score":0.01560771,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598872947","doi":"10.1061/9780784480489.016","title":"Volumetric Strain in Non-Plastic Silty Sand Subject to Multidirectional Cyclic Loading","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"U.S. Nuclear Regulatory Commission","keywords":"Stress path; Geotechnical engineering; Shear (geology); Settlement (finance); Overburden pressure; Overburden; Geology; Shear stress; Materials science; Simple shear; Strain (injury); Structural engineering; Composite material; Engineering","authors":[{"name":"Lopamudra Bhaumik","is_ca":false},{"name":"Cassandra J. Rutherford","is_ca":false},{"name":"Alfonso Cerna-Díaz","is_ca":false},{"name":"Scott M. Olson","is_ca":false},{"name":"Ozgun A. Numanoglu","is_ca":false},{"name":"Youssef M. A. Hashash","is_ca":false},{"name":"Thomas J. Weaver","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00938534387067139,"gpt":0.2299645186470602,"spread":0.2205791747763888,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002490829,0.0002834666,0.0001478032,0.0004461329,0.0001586842,0.0002569254,0.0001888441,0.0002262112,0.001072315],"category_scores_gemma":[0.0007012566,0.0001822583,0.0001226551,0.0003524369,0.0005009159,0.0001470645,0.000299051,0.000177497,0.0001300894],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002437373,"about_ca_system_score_gemma":0.0002347158,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003483542,"about_ca_topic_score_gemma":0.005998544,"domain_scores_codex":[0.9997737,0.00003113255,0.00001523329,0.00002777754,0.00009244039,0.00005971264],"domain_scores_gemma":[0.9995782,0.0001449807,0.00009831317,0.00005018023,0.00007388061,0.00005450748],"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":[0.00094957,0.0001179736,0.01760567,0.00006014399,0.00002037145,0.0004276853,0.0004157093,0.008555448,0.9626046,0.0001283225,0.00006388986,0.009050531],"study_design_scores_gemma":[0.00002325102,0.001723905,0.18926,0.0000200832,0.00003702224,0.0002890615,0.0007187223,0.02568665,0.7816113,0.0001356036,0.0004630148,0.00003140215],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9996219,0.00001200233,0.0001462907,0.000002796387,9.382806e-7,0.000001933444,0.00002011491,0.000003161706,0.0001908476],"genre_scores_gemma":[0.9996321,0.00001857203,0.00009678246,0.000003073151,6.309778e-7,0.000002804173,0.00003094831,0.000002121942,0.000212981],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003483542,"threshold_uncertainty_score":0.006926537,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600322576","doi":"10.1061/9780784480434.001","title":"Performance of Blended Polyolefin Geomembrane in Various Incubation Media Based on Std-OIT","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Polyolefin; Geomembrane; Incubation; Materials science; Composite material; Chemistry","authors":[{"name":"M.S. Morsy","is_ca":true},{"name":"R. Kerry Rowe","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01111419901399724,"gpt":0.2259020726347549,"spread":0.2147878736207577,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003174843,0.0004715898,0.0002972874,0.0002097273,0.0002167438,0.0003650754,0.0002047627,0.0004138393,0.001040932],"category_scores_gemma":[0.0005195138,0.0001219362,0.0002474357,0.0002786254,0.0001638377,0.0005370255,0.000349917,0.0004228012,0.0002770612],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000214908,"about_ca_system_score_gemma":0.0002319359,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001283321,"about_ca_topic_score_gemma":0.001570734,"domain_scores_codex":[0.9997172,0.00004522394,0.00003595437,0.00006467702,0.00007656321,0.00006044306],"domain_scores_gemma":[0.9997147,0.00006458872,0.00006835905,0.0000239082,0.0000896829,0.00003863959],"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":[0.0002541798,0.00004057076,0.0005725482,0.00006984514,0.000008503753,0.00005411021,0.00009657722,0.0001275399,0.9969207,0.00003048181,0.0000174321,0.001807413],"study_design_scores_gemma":[0.000002829208,0.0004498511,0.002285116,0.000008871426,0.00001357783,0.00003890198,0.00009751085,0.0002863255,0.9963666,0.000008452323,0.0004362542,0.000005667795],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986234,0.0002479232,0.0004688237,0.00002033551,0.00001047306,0.00001183869,0.0001700317,0.00002164206,0.0004255992],"genre_scores_gemma":[0.9954231,0.0005487937,0.00173503,0.00001652603,0.000007012587,0.00003263522,0.0002988812,0.00001573979,0.001922286],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001283321,"threshold_uncertainty_score":0.003482282,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600013803","doi":"10.1061/9780784480472.029","title":"Evaluation of Geotextile Performance for the Filtration of Fine-Grained Tailings","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Grouting, Rheology, and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"CTT Group (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; Shell Canada; Canadian Natural Resources Limited","keywords":"Geotextile; Tailings; Clogging; Filtration (mathematics); Geotechnical engineering; Oil sands; Hydraulic conductivity; Environmental science; Materials science; Geology; Composite material; Asphalt; Metallurgy; Soil science; Soil water","authors":[{"name":"Patricia I. Dolez","is_ca":true},{"name":"Éric Blond","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0338203509554122,"gpt":0.2678982871311301,"spread":0.2340779361757179,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004838537,0.0003958502,0.0002605596,0.0004611425,0.0003350909,0.0003793871,0.0002008025,0.0004034556,0.0007906691],"category_scores_gemma":[0.001017785,0.00009883197,0.0003319381,0.0003187961,0.0002190693,0.000518599,0.0002796241,0.0003239827,0.0002202295],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002515405,"about_ca_system_score_gemma":0.0002028552,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001778507,"about_ca_topic_score_gemma":0.003053964,"domain_scores_codex":[0.9997033,0.0000358688,0.00002698301,0.00004347097,0.0001319541,0.00005846507],"domain_scores_gemma":[0.9994001,0.0001528846,0.0001279661,0.00004670765,0.0002059091,0.00006647947],"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":[0.0001992274,0.0000796501,0.002185618,0.00008049551,0.000008107452,0.00005787759,0.00009148159,0.0006393059,0.9907041,0.00003657029,0.0000595541,0.005857994],"study_design_scores_gemma":[0.000005105531,0.0009104566,0.01153988,0.00000690885,0.00001783957,0.00004581216,0.0001191934,0.001862181,0.9849532,0.00001796126,0.0005093441,0.00001225188],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973074,0.0001877922,0.002047086,0.00001064616,0.0000099343,0.00002453441,0.0001057385,0.00003413023,0.0002726669],"genre_scores_gemma":[0.9972913,0.000217819,0.001590704,0.00001246159,0.000004129484,0.00001691184,0.000119286,0.00001005337,0.000737285],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001778507,"threshold_uncertainty_score":0.003536284,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2597606145","doi":"10.1061/9780784480489.033","title":"Seismic Performance of a Layered Liquefiable Site: Validation of Numerical Simulations Using Centrifuge Modeling","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"","keywords":"Centrifuge; Liquefaction; Soil liquefaction; Geotechnical engineering; Calibration; Geology; Constitutive equation; Earthquake engineering; Engineering; Structural engineering; Finite element method","authors":[{"name":"Jenny Ramirez","is_ca":true},{"name":"Mahir Badanagki","is_ca":true},{"name":"Morteza Rahimi Abkenar","is_ca":true},{"name":"Mohamed A. ElGhoraiby","is_ca":true},{"name":"Majid T. Manzari","is_ca":true},{"name":"Shideh Dashti","is_ca":true},{"name":"Andrés R. Barrero","is_ca":true},{"name":"Mahdi Taiebat","is_ca":true},{"name":"Katerina Ziotopoulou","is_ca":true},{"name":"Abbie B. Liel","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02044491783517172,"gpt":0.2352411443527839,"spread":0.2147962265176122,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004970914,0.0005547021,0.0004280458,0.0004745525,0.0003344297,0.0006569605,0.001017527,0.001058309,0.0007421319],"category_scores_gemma":[0.001451955,0.0002434709,0.0003990805,0.0006004486,0.0007119444,0.0003660385,0.0004162684,0.0004916328,0.0001338668],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001061984,"about_ca_system_score_gemma":0.000883125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04227791,"about_ca_topic_score_gemma":0.02659445,"domain_scores_codex":[0.9998062,0.00004232896,0.00002360311,0.00003427619,0.0000475602,0.00004606778],"domain_scores_gemma":[0.9992204,0.0003646598,0.0001287726,0.0001064205,0.0001349701,0.00004486921],"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":[0.00005699598,0.00007717228,0.006250606,0.00002357785,0.000009943864,0.00009862836,0.00007083503,0.9860524,0.004926353,0.0003260811,0.00006937167,0.002037918],"study_design_scores_gemma":[0.000015884,0.00007619218,0.003022272,0.000004668944,0.00000689044,0.00001650383,0.00005109304,0.9939932,0.002675301,0.00004901205,0.00007916562,0.000009731461],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9953949,0.00002672454,0.002953316,0.00004583592,0.000004001998,0.0000202096,0.0002017725,0.00009632682,0.001256879],"genre_scores_gemma":[0.9982501,0.00002920657,0.00141037,0.000006622858,0.000001058399,0.0000128556,0.00009510345,0.000006920173,0.0001877919],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04227791,"threshold_uncertainty_score":0.08406365,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598958672","doi":"10.1061/9780784480434.027","title":"Effect of White and Black Colors on Heat Generation in Polyethylene Geomembranes Exposed to Solar Radiation","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"CTT Group (Canada); Solmax (Canada); Cégep Marie-Victorin","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geomembrane; Materials science; Polyethylene; Radiation; Carbon black; Environmental science; Composite material; Optics; Physics","authors":[{"name":"Patricia I. Dolez","is_ca":true},{"name":"David Beaumier","is_ca":true},{"name":"Ata Taghizadeh","is_ca":true},{"name":"Éric Blond","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01067066582149919,"gpt":0.2483326211062899,"spread":0.2376619552847907,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002424357,0.0003434475,0.000195239,0.000218624,0.0002111374,0.0003232306,0.000157614,0.0002449088,0.001310355],"category_scores_gemma":[0.0003447028,0.0001752506,0.0003021415,0.0001840201,0.000318322,0.0002959876,0.0002461016,0.0003225807,0.0001192555],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001543316,"about_ca_system_score_gemma":0.0001430046,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005979437,"about_ca_topic_score_gemma":0.001115061,"domain_scores_codex":[0.9998142,0.00003824928,0.00001422691,0.00004429494,0.00005468386,0.00003437884],"domain_scores_gemma":[0.9996922,0.00007999068,0.00009076606,0.00002892656,0.00006529615,0.00004273528],"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":[0.0007050824,0.00006614829,0.002036024,0.00007322759,0.00002018479,0.0001065689,0.0002171693,0.0002140013,0.9945334,0.00004708185,0.00002124966,0.001959925],"study_design_scores_gemma":[0.000008542128,0.0009064969,0.0163828,0.000008623242,0.00002483689,0.00006681364,0.0002744322,0.0002815026,0.9816814,0.00002596017,0.0003296932,0.000008831399],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999182,0.0001430812,0.0002735361,0.00000710599,0.000007227937,0.000008245594,0.00004731374,0.000006056216,0.0003252749],"genre_scores_gemma":[0.9985476,0.0001525946,0.0005028312,0.00001243849,0.000003087324,0.00001153093,0.00006421788,0.000007366728,0.0006982182],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001310355,"threshold_uncertainty_score":0.004383564,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2603056921","doi":"10.1061/9780784480472.028","title":"Soil/Geosynthetic Interface Strengths from Torsional Ring Shear Tests","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomembrane; Geotechnical engineering; Materials science; Direct shear test; Geosynthetics; Shear strength (soil); Interface (matter); Soil water; Shear (geology); High-density polyethylene; Composite material; Geology; Polyethylene; Soil science; Contact angle","authors":[{"name":"Timothy D. Stark","is_ca":false},{"name":"Rodrigo Fernandez Santoyo","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00878367890169347,"gpt":0.2324873984314819,"spread":0.2237037195297885,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001362004,0.0007219542,0.0003504287,0.001664374,0.0004424831,0.0004534789,0.0004806313,0.000411468,0.004654536],"category_scores_gemma":[0.001606639,0.0002975852,0.0003287347,0.0013548,0.0004309554,0.0005579288,0.0007471132,0.0006640738,0.0006168417],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003341668,"about_ca_system_score_gemma":0.0003776423,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001479099,"about_ca_topic_score_gemma":0.007684197,"domain_scores_codex":[0.9988059,0.00007081094,0.0001083937,0.0001100098,0.0007872655,0.0001176544],"domain_scores_gemma":[0.9975026,0.0003667519,0.0004252651,0.0001144311,0.001422959,0.0001679784],"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":[0.0002374579,0.00005527069,0.0105299,0.0002192272,0.00002562892,0.0002302379,0.0004050771,0.000740727,0.9771805,0.0001705733,0.000344477,0.009860897],"study_design_scores_gemma":[0.00001563873,0.0007768535,0.07474642,0.0000340907,0.0000697291,0.0002436061,0.0007812805,0.001877731,0.91787,0.0001359313,0.003407628,0.00004101235],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9901432,0.0003132452,0.005164619,0.00002538979,0.00002694614,0.00009684172,0.001463079,0.00007211952,0.002694563],"genre_scores_gemma":[0.9906209,0.0003716261,0.005383678,0.00003458366,0.000008477273,0.00008367263,0.0009736923,0.00003354896,0.002489922],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004654536,"threshold_uncertainty_score":0.01557094,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2602984450","doi":"10.1061/9780784480465.007","title":"Geofoam Inclusions for Reducing Passive Force on Bridge Abutments Based on Large-Scale Tests","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Dow Chemical (Canada)","funders":"Federal Highway Administration; U.S. Department of Transportation","keywords":"Bridge (graph theory); Structural engineering; Scale (ratio); Engineering; Computer science; Geology; Physics; Medicine","authors":[{"name":"Kyle M. Rollins","is_ca":true},{"name":"Eric Scott","is_ca":true},{"name":"A D Marsh","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01292770638886569,"gpt":0.2528361006570904,"spread":0.2399083942682247,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007068877,0.0009147143,0.0003468336,0.0006415616,0.0003682109,0.000304719,0.0007843759,0.0005397882,0.00226158],"category_scores_gemma":[0.001120758,0.0002333088,0.0002863188,0.0002885206,0.0004689888,0.0005429455,0.0005448114,0.000385574,0.0002420668],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000276357,"about_ca_system_score_gemma":0.0002738007,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008226764,"about_ca_topic_score_gemma":0.004046096,"domain_scores_codex":[0.9992473,0.00007113069,0.00003848335,0.00009294051,0.0004635385,0.00008672143],"domain_scores_gemma":[0.9991321,0.0002375475,0.0001622829,0.0000858221,0.0003079566,0.00007414771],"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":[0.000180862,0.0001824913,0.0007986233,0.0001456011,0.000006200477,0.00008612646,0.0001661482,0.001347896,0.9873413,0.0001303032,0.0001135387,0.009500829],"study_design_scores_gemma":[0.00001719412,0.001519791,0.006830897,0.00002449141,0.00001822672,0.00004867229,0.0001021656,0.006269726,0.9841166,0.00004697248,0.0009928774,0.00001238388],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9859846,0.0004238004,0.01183966,0.00004171422,0.00003379448,0.0001184283,0.00008732556,0.000120771,0.00134977],"genre_scores_gemma":[0.9907155,0.0002074834,0.007583245,0.00001957995,0.000006562654,0.00007514772,0.00007307111,0.00002032605,0.001299039],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00226158,"threshold_uncertainty_score":0.007565737,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2978692458","doi":"10.1061/9780784480441.022","title":"The Effect of Soil Depth and Box Culvert Geometry on the Static Soil-Culvert Interaction","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"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":"Culvert; Geotechnical engineering; Stiffness; Bending moment; Lateral earth pressure; Soil structure interaction; Structural engineering; Geology; Engineering; Finite element method","authors":[{"name":"Osama Abuhajar","is_ca":true},{"name":"Tim Newson","is_ca":true},{"name":"M. Hesham El Naggar","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006792774957911084,"gpt":0.2254111947717418,"spread":0.2186184198138307,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000299203,0.0004673073,0.00027638,0.0002673938,0.0001336906,0.0004091205,0.0003331311,0.0003429353,0.002021473],"category_scores_gemma":[0.001113158,0.0001795487,0.0001798148,0.0002259515,0.0003238382,0.0002839871,0.0003351536,0.0001877466,0.0002131173],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001965118,"about_ca_system_score_gemma":0.0002059658,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001129641,"about_ca_topic_score_gemma":0.003348366,"domain_scores_codex":[0.999763,0.00004234566,0.00001829001,0.00004662089,0.00008163033,0.00004824459],"domain_scores_gemma":[0.9990589,0.0005082971,0.0001625689,0.00008933889,0.0001090991,0.00007179224],"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":[0.001142592,0.0002712929,0.117273,0.0003256728,0.00007484543,0.001239961,0.0002745068,0.07398549,0.7644402,0.0004344702,0.0002320051,0.04030601],"study_design_scores_gemma":[0.00004997559,0.003870719,0.712462,0.0000351651,0.000138134,0.000778809,0.0007561342,0.06009511,0.2197913,0.0002467924,0.00171476,0.00006110944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973559,0.00006257133,0.00178028,0.000005401252,0.000004121717,0.00001038454,0.00006006808,0.00002505465,0.0006960693],"genre_scores_gemma":[0.9991198,0.00004154564,0.0005884623,0.000003841749,5.845675e-7,0.000003546824,0.00003126766,0.000003938073,0.0002070479],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002021473,"threshold_uncertainty_score":0.006762445,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600279215","doi":"10.1061/9780784480489.034","title":"Seismic Response of Liquefiable Sloping Ground: Validation of Class B Predictions against the LEAP Centrifuge Tests","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Calibration; Liquefaction; Consistency (knowledge bases); Numerical models; Experimental data; Numerical analysis; Computer simulation; Quality (philosophy); Geotechnical engineering; Geology; Computer science; Environmental science; Mathematics; Simulation; Statistics; Physics","authors":[{"name":"Levi T. Ekstrom","is_ca":false},{"name":"Katerina Ziotopoulou","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01259810188683429,"gpt":0.2246743762061311,"spread":0.2120762743192968,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001312775,0.0007596586,0.0005311926,0.0009175888,0.0005570868,0.001334778,0.001491601,0.001495786,0.00107341],"category_scores_gemma":[0.003459768,0.0003486191,0.0004403237,0.0008527986,0.0008320168,0.0007515828,0.0006422523,0.0008802811,0.0005353632],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001483915,"about_ca_system_score_gemma":0.001355024,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06913218,"about_ca_topic_score_gemma":0.04483746,"domain_scores_codex":[0.999246,0.00007825761,0.00006844902,0.0001701875,0.0003016241,0.0001354748],"domain_scores_gemma":[0.9982121,0.0005645499,0.0002229774,0.0002898416,0.0005757357,0.0001348051],"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":[0.0008252133,0.0003644415,0.07521497,0.0001194216,0.00004233515,0.0007231155,0.0005699402,0.8276548,0.06785665,0.0007048515,0.0007150946,0.02520923],"study_design_scores_gemma":[0.00005173032,0.0003703473,0.04339448,0.00002394143,0.00001563632,0.00006302779,0.0004595129,0.9286938,0.02620064,0.0002014442,0.0004732208,0.0000521834],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.992626,0.00002081298,0.005016311,0.00004798423,0.000006255515,0.00003759159,0.0003564525,0.0002412781,0.001647297],"genre_scores_gemma":[0.9977202,0.0000230033,0.001714441,0.000007999716,0.000001035774,0.00002014534,0.0002053375,0.00001458275,0.0002932345],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06913218,"threshold_uncertainty_score":0.1374596,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598420921","doi":"10.1061/9780784480434.013","title":"The Critical Role of Lateral Drainage Capacity in Limiting Leakage through a Low Permeability Geomembrane Cover","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Ponding; Geomembrane; Drainage; Environmental science; Geotechnical engineering; Hydrology (agriculture); Permeability (electromagnetism); Geology","authors":[{"name":"Greg Meiers","is_ca":false},{"name":"Cody Bradley","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02084444278445737,"gpt":0.254006659855029,"spread":0.2331622170705716,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004239601,0.0001805806,0.0001990536,0.000314692,0.0004025892,0.0008880626,0.0003443024,0.0002745565,0.000745388],"category_scores_gemma":[0.001023938,0.00009681988,0.0001493332,0.000248744,0.0004790451,0.0006981898,0.0005216487,0.0001430559,0.0001178985],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001309326,"about_ca_system_score_gemma":0.00117187,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01195367,"about_ca_topic_score_gemma":0.03383413,"domain_scores_codex":[0.9997138,0.00006456114,0.00002154302,0.00002704688,0.00008244221,0.00009054816],"domain_scores_gemma":[0.9992815,0.0002109618,0.0001963685,0.00003820856,0.0002105531,0.00006242176],"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":[0.001198983,0.0003271217,0.1134898,0.0008340483,0.00005495984,0.0009464218,0.0005217489,0.03457439,0.7727805,0.0015174,0.0004611401,0.07329338],"study_design_scores_gemma":[0.00004159,0.002900301,0.2508088,0.0001470643,0.0001203207,0.0009345216,0.002174567,0.03326493,0.7017682,0.0007836299,0.006989649,0.00006651573],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9973769,0.0001177035,0.001080838,0.00004880707,0.000002265111,0.00001719937,0.00004500964,0.0000131908,0.001298137],"genre_scores_gemma":[0.9992868,0.00005252384,0.0003957053,0.000005633795,5.035527e-7,0.000004475353,0.00001252714,0.000001509649,0.0002403493],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01195367,"threshold_uncertainty_score":0.02376819,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2602971997","doi":"10.1061/9780784480489.013","title":"Free-Field Cyclic Response of Dense Sands in Dynamic Centrifuge Tests with 1D and 2D Shaking","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"U.S. Nuclear Regulatory Commission","keywords":"Centrifuge; Geotechnical engineering; Shear (geology); Geology; Overburden pressure; Shear stress; Soil water; Materials science; Soil science; Composite material; Petrology","authors":[{"name":"Alfonso Cerna-Díaz","is_ca":false},{"name":"Scott M. Olson","is_ca":false},{"name":"Ozgun A. Numanoglu","is_ca":false},{"name":"Youssef M. A. Hashash","is_ca":false},{"name":"Lopamudra Bhaumik","is_ca":false},{"name":"Cassandra J. Rutherford","is_ca":false},{"name":"Thomas J. Weaver","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005143447284123985,"gpt":0.2185255386065223,"spread":0.2133820913223983,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001884802,0.0004183053,0.0002532264,0.0004184671,0.0002832451,0.0003522515,0.0002968906,0.0003299907,0.001044833],"category_scores_gemma":[0.0004063381,0.0002696717,0.0002399974,0.0004329368,0.0005883182,0.0002466784,0.0003889144,0.0002863278,0.0001348038],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005426091,"about_ca_system_score_gemma":0.0003490847,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01047242,"about_ca_topic_score_gemma":0.01838067,"domain_scores_codex":[0.9998177,0.00001559374,0.00001424875,0.00002844652,0.00007637656,0.00004759754],"domain_scores_gemma":[0.9998129,0.00005526732,0.00002446658,0.00002205669,0.00004688022,0.0000385618],"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":[0.0009640148,0.0002274824,0.02025163,0.00008283065,0.00003661957,0.0005127992,0.0006938746,0.04250726,0.9234544,0.0002191591,0.0002243344,0.01082557],"study_design_scores_gemma":[0.0001091847,0.001866373,0.2185288,0.00002317677,0.0000951614,0.0003817524,0.001332855,0.1869026,0.5890815,0.0002180563,0.00132442,0.0001361321],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986008,0.00001151031,0.0007900154,0.000008823876,0.000002524984,0.000007125887,0.00009914456,0.00003046454,0.000449608],"genre_scores_gemma":[0.9991374,0.00001868189,0.000466827,0.00000672937,8.758079e-7,0.000006902605,0.0001002363,0.000004664625,0.0002576965],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01047242,"threshold_uncertainty_score":0.02082294,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2603732384","doi":"10.1061/9780784480489.014","title":"A Framework for Evaluating the Effects of Drained Cyclic Preshearing on the Liquefaction Resistance of Ottawa Sand","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Liquefaction; Geotechnical engineering; Shear (geology); Amplitude; Volume (thermodynamics); Constant (computer programming); Geology; Relative density; Materials science; Environmental science; Composite material; Physics; Microstructure; Computer science; Optics","authors":[{"name":"Erin L. D. Sibley","is_ca":false},{"name":"Scott M. Olson","is_ca":false},{"name":"Carmine P. Polito","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02051178995389103,"gpt":0.2791607823747324,"spread":0.2586489924208414,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005868727,0.0006736777,0.0005125781,0.001774264,0.0005076271,0.001365044,0.00119432,0.0003977563,0.0009065648],"category_scores_gemma":[0.0009173108,0.0003184127,0.0003706453,0.0006433851,0.001662838,0.000603973,0.0008098384,0.0005074723,0.0001258656],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.003211785,"about_ca_system_score_gemma":0.002799392,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.07626829,"about_ca_topic_score_gemma":0.09066094,"domain_scores_codex":[0.9995822,0.00004300494,0.00002891682,0.00007909396,0.0002066364,0.00006013571],"domain_scores_gemma":[0.9996982,0.00005376102,0.00007629252,0.00002768848,0.000116742,0.0000274103],"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":[0.0002754773,0.0004062409,0.0185502,0.0005419396,0.00007007479,0.0007968442,0.001193657,0.1871799,0.702252,0.03435927,0.0007052798,0.05366911],"study_design_scores_gemma":[0.00004443504,0.001509937,0.07465506,0.0002283062,0.0001756064,0.0004349626,0.002941302,0.5009291,0.3974039,0.01155328,0.009794788,0.000329241],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.7391717,0.001306173,0.2400187,0.0002498199,0.00002989167,0.0008588032,0.001074897,0.0005699701,0.01672],"genre_scores_gemma":[0.9434466,0.0006401626,0.05324813,0.00002029666,0.000002682725,0.0002507045,0.0002468198,0.00002026739,0.002124306],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.07626829,"threshold_uncertainty_score":0.1516487,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2602807420","doi":"10.1061/9780784480472.030","title":"A Preliminary Study of the Self-Healing of a Fully Penetrating Hole in GCLs on Full Hydration","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Indentation; Materials science; Bentonite; Composite material; Geosynthetic clay liner; Slurry; Layer (electronics); Geotechnical engineering; Hydraulic conductivity; Geology","authors":[{"name":"Tikang Li","is_ca":true},{"name":"R. Kerry Rowe","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01611198015800072,"gpt":0.2559052871852361,"spread":0.2397933070272354,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002345892,0.000247663,0.0001812519,0.0001292269,0.0001556234,0.0001488595,0.0001651827,0.0002917873,0.0009415604],"category_scores_gemma":[0.0003736955,0.000117248,0.0001812398,0.0001086074,0.0003033769,0.0003028371,0.0002157413,0.0002945595,0.0001025717],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001038223,"about_ca_system_score_gemma":0.00007700822,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005776296,"about_ca_topic_score_gemma":0.0009875115,"domain_scores_codex":[0.9999006,0.000009202115,0.000006748558,0.00001955283,0.00003418772,0.00002969997],"domain_scores_gemma":[0.9996682,0.0001126392,0.00006640053,0.00003343172,0.00007607452,0.0000433153],"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":[0.00003720643,0.000008728298,0.000225333,0.00003587661,0.000001419206,0.00003853611,0.0000851459,0.0001021727,0.9983591,0.00001239605,0.000008829938,0.001085178],"study_design_scores_gemma":[0.000003396108,0.000482592,0.005898913,0.000004284343,0.000006692939,0.00007089505,0.0001651987,0.0008789128,0.9918981,0.00001471126,0.000569868,0.000006435634],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988843,0.0001256988,0.000718114,0.000006961716,0.000004025629,0.00001068013,0.0000381154,0.00002438176,0.0001876142],"genre_scores_gemma":[0.9982284,0.00007342041,0.001019337,0.000008719535,0.00000156787,0.000009251363,0.00004174844,0.000007906532,0.0006097619],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0009415604,"threshold_uncertainty_score":0.003149867,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2599510761","doi":"10.1061/9780784480458.022","title":"Resilience of a Transportation Network from a Geotechnical Perspective","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Infrastructure Resilience and Vulnerability Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Waterloo","funders":"","keywords":"Resilience (materials science); Sustainability; Natural disaster; Work (physics); Civil engineering; Perspective (graphical); Transportation infrastructure; Environmental planning; Climate change; Psychological resilience; Engineering; Environmental resource management; Construction engineering; Computer science; Transport engineering; Risk analysis (engineering); Business; Environmental science; Geography; Geology","authors":[{"name":"Mina Lee","is_ca":true},{"name":"Dipanjan Basu","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007719876513529805,"gpt":0.2418386195417315,"spread":0.2341187430282017,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007568225,0.000437539,0.000198815,0.002357531,0.001293272,0.001950344,0.0006994458,0.0007652766,0.002399018],"category_scores_gemma":[0.003013006,0.0001551549,0.0003360749,0.001650755,0.003720894,0.002065245,0.001773349,0.0003645475,0.00008931169],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.008150534,"about_ca_system_score_gemma":0.003382251,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1315205,"about_ca_topic_score_gemma":0.1395962,"domain_scores_codex":[0.9995023,0.0001471366,0.000019729,0.00005893009,0.0001190704,0.0001528029],"domain_scores_gemma":[0.9990281,0.0003143001,0.0002411507,0.00008713236,0.0001919099,0.000137486],"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":[0.00004954873,0.00004047035,0.04839187,0.0001256877,0.00009563893,0.001464311,0.002728869,0.5290688,0.003353342,0.3957966,0.001596217,0.0172887],"study_design_scores_gemma":[0.00001549608,0.0001964281,0.124213,0.0003576414,0.0001636019,0.001344013,0.03066215,0.5698172,0.001848591,0.2451344,0.02614007,0.0001072249],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8115531,0.0006223125,0.1045771,0.002754645,0.00002706422,0.0001667671,0.0008777193,0.0001261086,0.07929525],"genre_scores_gemma":[0.9978198,0.0001026049,0.0013841,0.00001001681,0.000002294404,0.00001897253,0.00002997695,0.00000276375,0.0006294493],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1315205,"threshold_uncertainty_score":0.26151,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2599275891","doi":"10.1061/9780784480441.064","title":"An Instrumented Becker Penetration Test for the Estimation of Soil Penetration Resistance and Pile Capacity in Gravelly Soils","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Department of Water Resources; California Department of Transportation","keywords":"Hammer; Standard penetration test; Pile; Geotechnical engineering; Penetration test; Penetration (warfare); Structural engineering; Deck; Soil water; Dynamic load testing; Tension (geology); Geology; Engineering; Compression (physics); Materials science; Soil science","authors":[{"name":"Kevin C. Kuei","is_ca":true},{"name":"Anthony M. Rossiter","is_ca":true},{"name":"Alex P. Sturm","is_ca":true},{"name":"Jason T. DeJong","is_ca":true},{"name":"Daniel W. Wilson","is_ca":true},{"name":"Mason Ghafghazi","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01642910559314638,"gpt":0.2287182043452827,"spread":0.2122890987521363,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000501778,0.0005672267,0.0003823572,0.001602207,0.0002871994,0.0002874928,0.0005101577,0.000410639,0.002642197],"category_scores_gemma":[0.002145871,0.0003126712,0.0001731711,0.001231371,0.0004015111,0.0004958218,0.0005987741,0.0003665612,0.0006024084],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002191777,"about_ca_system_score_gemma":0.0003561345,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001448633,"about_ca_topic_score_gemma":0.006087246,"domain_scores_codex":[0.9990972,0.0001581123,0.00002789648,0.00009327256,0.000561363,0.00006223973],"domain_scores_gemma":[0.9984497,0.000706016,0.0002883274,0.0001184934,0.0002954482,0.0001420967],"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":[0.0004136861,0.0001992253,0.05951415,0.0004402427,0.00003357459,0.0005499787,0.0002888262,0.006685065,0.8042697,0.0006511406,0.0007867547,0.1261677],"study_design_scores_gemma":[0.00008547678,0.004973249,0.5061914,0.000130586,0.00008952594,0.005744562,0.0006560545,0.07847743,0.3955072,0.0009093123,0.006906698,0.0003285221],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8432079,0.0005603152,0.1491269,0.0000481763,0.00004346012,0.0002297175,0.0011208,0.000591165,0.005071647],"genre_scores_gemma":[0.948882,0.0003306741,0.04793174,0.0000242261,0.00001118199,0.0001362471,0.0004133036,0.00003705223,0.002233433],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002642197,"threshold_uncertainty_score":0.008839011,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2601206138","doi":"10.1061/9780784480472.050","title":"Effect of Sand Overconsolidation and Extensive Liquefaction on K <sub>0</sub>","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Liquefaction; Centrifuge; Geotechnical engineering; Lateral earth pressure; Soil liquefaction; Pore water pressure; Geology; Earthquake shaking table","authors":[{"name":"Waleed El-Sekelly","is_ca":false},{"name":"Tarek Abdoun","is_ca":false},{"name":"Ricardo Dobry","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005842699732490862,"gpt":0.2169396797336884,"spread":0.2110969800011975,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002549435,0.0004032307,0.0004146397,0.0002365383,0.0003088959,0.0003962551,0.0002847885,0.0002875394,0.001826306],"category_scores_gemma":[0.0007147045,0.0002448511,0.0002598835,0.0002892193,0.000412827,0.0003802209,0.0003899609,0.0002781768,0.000193169],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005010661,"about_ca_system_score_gemma":0.0005053323,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.009502762,"about_ca_topic_score_gemma":0.02923247,"domain_scores_codex":[0.9996926,0.00002560927,0.00002762044,0.00004833228,0.0001170196,0.0000888166],"domain_scores_gemma":[0.9990671,0.0003272998,0.00025139,0.00005790102,0.000176054,0.000120271],"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":[0.002831114,0.0001700975,0.01846875,0.0001997322,0.00007121141,0.0005315166,0.0002384807,0.004249593,0.9603862,0.00003647081,0.00008396013,0.01273286],"study_design_scores_gemma":[0.00002277668,0.003630167,0.1050365,0.0000158088,0.00008629893,0.0002162,0.0006011373,0.00350858,0.8861465,0.00002353901,0.0006816461,0.00003086626],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9995115,0.00009881257,0.0001086087,0.000005454922,0.000001968339,0.000005040755,0.0000449657,0.00001078248,0.0002128278],"genre_scores_gemma":[0.9992988,0.00009581864,0.0002122795,0.00001052012,8.876222e-7,0.000003213435,0.00004639628,0.000003756327,0.00032838],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009502762,"threshold_uncertainty_score":0.01889491,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2601123353","doi":"10.1061/9780784480434.003","title":"Long-Term Performance of HDPE Geomembranes Exposed to High Service Temperature","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"CTT Group (Canada); Greenfield Research (Canada); BP (Canada)","funders":"","keywords":"Geomembrane; High-density polyethylene; Service life; Polyethylene; Materials science; Antioxidant; Composite material; Arrhenius equation; Environmental science; Chemistry","authors":[{"name":"Andrew R. Mills","is_ca":true},{"name":"David Beaumier","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01267162161519032,"gpt":0.2328901563067771,"spread":0.2202185346915868,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005444055,0.0003765338,0.0004533951,0.0002896606,0.0003948142,0.0004212107,0.00024282,0.0005480126,0.0009708673],"category_scores_gemma":[0.0005560407,0.0001204085,0.000451321,0.0003760507,0.0002231094,0.0005674414,0.0003318362,0.0004133246,0.0003219343],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003449986,"about_ca_system_score_gemma":0.0002028069,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001514168,"about_ca_topic_score_gemma":0.001788217,"domain_scores_codex":[0.9996525,0.00004409552,0.00003363342,0.00007079476,0.0001172435,0.00008169263],"domain_scores_gemma":[0.9995832,0.00005452112,0.00009123085,0.00004090826,0.0001892454,0.00004084039],"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":[0.0005403726,0.00008732356,0.003490572,0.0001015411,0.00003569395,0.0001546066,0.0001630879,0.001251248,0.9901355,0.0000511993,0.00005297746,0.003935978],"study_design_scores_gemma":[0.000005716204,0.001363601,0.01731541,0.00001264858,0.00005479338,0.00009612284,0.0002328207,0.001440362,0.9786916,0.00002686647,0.0007418414,0.0000180662],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991352,0.0002373909,0.0002601288,0.000009553685,0.000006553071,0.00000554064,0.0001520228,0.000008567986,0.0001851247],"genre_scores_gemma":[0.9985468,0.0002209235,0.0002938255,0.000008782355,0.00000360534,0.00001041484,0.0001981624,0.000005487776,0.0007120308],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001514168,"threshold_uncertainty_score":0.003247857,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2604070954","doi":"10.1061/9780784480472.027","title":"Unique Approaches of Coal Ash Management Using Geotextile Tubes","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Electrokinetic Soil Remediation Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Geotextile; Waste management; Fly ash; Coal; Dewatering; Bottom ash; Engineering; Environmental science; Power station; Geotechnical engineering","authors":[{"name":"Christopher G. Timpson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03814130832695588,"gpt":0.2476529146446086,"spread":0.2095116063176527,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000167568,0.0003694765,0.0001870961,0.0006024348,0.0004106557,0.000733287,0.0005552592,0.000481225,0.0007629934],"category_scores_gemma":[0.0001977634,0.0001617625,0.0002237596,0.0003613876,0.000517654,0.001040955,0.0007027173,0.0004871907,0.0003272197],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002979553,"about_ca_system_score_gemma":0.0003737032,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003881192,"about_ca_topic_score_gemma":0.00154837,"domain_scores_codex":[0.999796,0.00002531803,0.00001180261,0.00003764992,0.0001057153,0.00002356528],"domain_scores_gemma":[0.9999057,0.00001441306,0.00002701611,0.00001790067,0.00002163957,0.0000132288],"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":[0.00008972338,0.0001416508,0.001428031,0.0004161539,0.00002204986,0.0004141822,0.0003483538,0.01003772,0.8280445,0.0103788,0.0005193004,0.1481595],"study_design_scores_gemma":[0.00001803473,0.0004249251,0.00208353,0.00004694872,0.00003016668,0.0008777456,0.0002775796,0.01766274,0.9370893,0.003147005,0.03830568,0.0000363117],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5222744,0.01186765,0.433551,0.001493275,0.0001711792,0.0002969915,0.00008764776,0.0006050704,0.02965287],"genre_scores_gemma":[0.893545,0.005285648,0.08938172,0.0001365396,0.00006205835,0.00006758094,0.00004679222,0.00003168712,0.01144288],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0007629934,"threshold_uncertainty_score":0.002552509,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600276685","doi":"10.1061/9780784480434.011","title":"Study of the Parameters Controlling Nanoparticle Dispersion for Nanocomposite Geomembrane Applications","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Polymer Nanocomposites and Properties","field":"Materials Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"École de Technologie Supérieure; CTT Group (Canada); Cegep de Saint Hyacinthe","funders":"","keywords":"Nanocomposite; Geomembrane; High-density polyethylene; Materials science; Nanoparticle; Dispersion (optics); Polymer; Low-density polyethylene; Polyethylene; Composite material; Matrix (chemical analysis); Polymer nanocomposite; Chemical engineering; Nanotechnology; Optics; Engineering","authors":[{"name":"Patricia I. Dolez","is_ca":true},{"name":"Marek Weltrowski","is_ca":true},{"name":"Éric David","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02550094423402357,"gpt":0.2676222826245075,"spread":0.2421213383904839,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004121851,0.0004068267,0.0003409963,0.0002514465,0.0001338763,0.0003777512,0.0002083458,0.000313591,0.0006051029],"category_scores_gemma":[0.0009476782,0.0001545096,0.0001625255,0.0002945432,0.0001908865,0.0006160371,0.000139572,0.0004198918,0.0002156204],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002508125,"about_ca_system_score_gemma":0.0002031122,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003229456,"about_ca_topic_score_gemma":0.0006596221,"domain_scores_codex":[0.9997985,0.00003029993,0.00002345937,0.00005743111,0.00006788607,0.00002237967],"domain_scores_gemma":[0.9994562,0.00030292,0.0001273134,0.00002482574,0.00007302824,0.00001565523],"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":[0.00007502584,0.00003493743,0.0002754515,0.0001246867,0.000007005817,0.00002884776,0.00003110021,0.0004119755,0.995634,0.00005299321,0.00002283346,0.003301205],"study_design_scores_gemma":[0.000002302608,0.0001013278,0.0008199681,0.000005913363,0.00001024894,0.00002539294,0.00001855188,0.001106943,0.9972667,0.00001930551,0.0006173026,0.000006200343],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9860074,0.003768894,0.008294118,0.00008838098,0.00003721576,0.00005092645,0.0001618192,0.00004940506,0.001541741],"genre_scores_gemma":[0.9921722,0.0019068,0.005181009,0.00001677215,0.000009522839,0.00003712054,0.00008475352,0.00002850596,0.0005632599],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0006051029,"threshold_uncertainty_score":0.002179861,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598290923","doi":"10.1061/9780784480489.010","title":"Estimation of Shear Wave Velocity in Centrifuge Models","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Centrifuge; Shear (geology); Shear modulus; Shear velocity; Geotechnical engineering; Wave velocity; Geology; Acceleration; Mechanics; Materials science; Composite material; Physics; Classical mechanics","authors":[{"name":"Waleed El-Sekelly","is_ca":false},{"name":"Tarek Abdoun","is_ca":false},{"name":"Vicente Mercado","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01890928548336694,"gpt":0.2183265909658268,"spread":0.1994173054824598,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000290886,0.000617924,0.0003961871,0.0004366417,0.0002156359,0.0004922539,0.0005202888,0.0006729118,0.0007081602],"category_scores_gemma":[0.0009375999,0.0003928345,0.0003673865,0.0002651491,0.0002572219,0.0003935789,0.0003139503,0.0004936944,0.0003344313],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004544901,"about_ca_system_score_gemma":0.0006897587,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01457613,"about_ca_topic_score_gemma":0.01626696,"domain_scores_codex":[0.9998727,0.00002479841,0.000009197208,0.0000326274,0.00004222565,0.00001845321],"domain_scores_gemma":[0.9997221,0.0001424658,0.00004810663,0.00002952642,0.00004553237,0.00001226631],"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":[0.0001287434,0.00008225156,0.008652224,0.00004280695,0.00002448552,0.0001270872,0.00006234794,0.933616,0.03174197,0.001513781,0.0003224789,0.02368592],"study_design_scores_gemma":[0.000004378782,0.00002614363,0.001558633,0.000002655622,0.000003595751,0.00001354252,0.000008459446,0.9952938,0.002682952,0.0002086588,0.0001905414,0.000006616211],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5446257,0.0001062715,0.4509039,0.00008055118,0.00001830866,0.00007927611,0.000306903,0.0008798202,0.002999273],"genre_scores_gemma":[0.970049,0.00009944972,0.0274757,0.000009437136,0.000003696055,0.00005472769,0.0002617906,0.00003864454,0.002007553],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01457613,"threshold_uncertainty_score":0.02898258,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600366667","doi":"10.1061/9780784480465.030","title":"Use of High-Strain Dynamic Testing to Efficiently Design and Construct Bridge Foundations in Glacial Soils","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Intertek (Canada)","funders":"Minnesota Department of Transportation","keywords":"Pile; Geotechnical engineering; Glacial period; Foundation (evidence); Soil water; Structural engineering; Strain gauge; Outwash plain; Engineering; Geology; Soil science; Geomorphology","authors":[{"name":"Morgan L. Race","is_ca":true},{"name":"Bryan Field","is_ca":true},{"name":"Matthew Glisson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.03793678622533146,"gpt":0.249389659240057,"spread":0.2114528730147255,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005335055,0.0004117474,0.0001348084,0.0005144295,0.0002952044,0.000357724,0.00044643,0.0002278475,0.001107062],"category_scores_gemma":[0.0008685518,0.0001917044,0.0001263805,0.0001968039,0.0003612377,0.0003643517,0.00030276,0.0002019466,0.000213709],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003903571,"about_ca_system_score_gemma":0.0005373996,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001781125,"about_ca_topic_score_gemma":0.01178207,"domain_scores_codex":[0.9997557,0.00005372639,0.00001297924,0.00002805096,0.0001169165,0.00003259314],"domain_scores_gemma":[0.9994653,0.0001654494,0.00008605319,0.00008727355,0.0001424433,0.00005346293],"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":[0.0002681133,0.000432547,0.06220652,0.0002269075,0.00003418865,0.0004558043,0.0004345035,0.1701882,0.5333553,0.001799806,0.0005685841,0.2300296],"study_design_scores_gemma":[0.0001043001,0.006390646,0.1511246,0.00007355883,0.00006448616,0.0008980284,0.0008737831,0.2727537,0.5584961,0.001387904,0.007735013,0.00009800051],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9438131,0.00002983644,0.05233338,0.00002289062,0.000004171193,0.00007203044,0.00008043427,0.0001627003,0.003481441],"genre_scores_gemma":[0.9680517,0.00002553162,0.03122674,0.000006288652,8.127971e-7,0.00002346616,0.00006985385,0.00001206291,0.0005834524],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001781125,"threshold_uncertainty_score":0.003703535,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2603912831","doi":"10.1061/9780784480434.004","title":"Automation of Large-Scale Geotextile and Geomembrane Fabrication","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"BIM and Construction Integration","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"TC Scientific (Canada); DSM (Canada); Greenfield Research (Canada)","funders":"","keywords":"Geomembrane; Geotextile; Fabrication; Scale (ratio); Automation; Scope (computer science); Welding; Engineering; Computer science; Manufacturing engineering; Construction engineering; Mechanical engineering; Geotechnical engineering","authors":[{"name":"Andrew R. Mills","is_ca":true},{"name":"Naeem Yassin","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006746331917608263,"gpt":0.2227010218465282,"spread":0.21595468992892,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001501594,0.0006640995,0.0006406644,0.0007486659,0.0006882197,0.001112942,0.000911151,0.0006328914,0.004573828],"category_scores_gemma":[0.00276622,0.0005597174,0.0004200463,0.0007441271,0.0005815041,0.0009873159,0.001657325,0.0009656418,0.002565907],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003166466,"about_ca_system_score_gemma":0.0009498513,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006383792,"about_ca_topic_score_gemma":0.001513209,"domain_scores_codex":[0.9980189,0.0002371912,0.0001479289,0.0003288777,0.001060835,0.0002063075],"domain_scores_gemma":[0.9975079,0.0006950745,0.0002303255,0.001149041,0.0003176334,0.00009996905],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001799872,0.000381114,0.004850308,0.0004740489,0.00002368342,0.0009129937,0.0008022178,0.0268747,0.5483503,0.008152897,0.004969926,0.4040279],"study_design_scores_gemma":[0.00006303509,0.0006244954,0.02482681,0.00008710855,0.00003152408,0.002529462,0.0005011618,0.09284346,0.7473406,0.009584797,0.1214134,0.0001540258],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1132108,0.0002313595,0.8616747,0.0002185989,0.0001699908,0.000613898,0.000414199,0.008733562,0.01473302],"genre_scores_gemma":[0.3900793,0.0002374936,0.6036773,0.00005409016,0.00003183356,0.0003571422,0.000568934,0.0004562463,0.004537482],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.004573828,"threshold_uncertainty_score":0.01530093,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2599704134","doi":"10.1061/9780784480472.049","title":"Numerical Prediction of Stress-Deformation Behavior for a Bridge Approach Embankment on Soft Compressible Clay","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Consolidation (business); Geotechnical engineering; Levee; Geology; Compressibility; Finite element method; Critical state soil mechanics; Stress (linguistics); Structural engineering; Engineering; Constitutive equation","authors":[{"name":"S. Y. Evan","is_ca":true},{"name":"Andrew J. Whittle","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0251792291987319,"gpt":0.2438148397469884,"spread":0.2186356105482565,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002522911,0.0004444181,0.0003247546,0.0004531941,0.0003443837,0.0005629344,0.0005067516,0.001071375,0.001070215],"category_scores_gemma":[0.000786016,0.0002425194,0.0003509588,0.0002768761,0.0006058961,0.0002178579,0.0003583543,0.0003672164,0.0001628561],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000619144,"about_ca_system_score_gemma":0.000499139,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02210163,"about_ca_topic_score_gemma":0.0143415,"domain_scores_codex":[0.9999235,0.00001592411,0.000005122833,0.00001440205,0.00001790478,0.00002323088],"domain_scores_gemma":[0.9997168,0.0001337369,0.00004299461,0.00001911803,0.0000438006,0.00004338144],"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":[0.0001145133,0.0001158355,0.011068,0.00002868799,0.00001811734,0.0002892373,0.00006414419,0.9777644,0.007133073,0.0002997908,0.0001190902,0.002985181],"study_design_scores_gemma":[0.000008765787,0.00006814233,0.002812884,0.00000277998,0.000003092903,0.00001193734,0.00002922395,0.9962298,0.0007524692,0.00003537858,0.00004108057,0.000004405227],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970873,0.00001824162,0.001623345,0.00003063129,0.000004559461,0.00001215827,0.00007721708,0.00003823846,0.00110839],"genre_scores_gemma":[0.9985263,0.00001574096,0.0009150966,0.000004507253,0.000001197533,0.00001015814,0.00006585438,0.000004476402,0.0004566242],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02210163,"threshold_uncertainty_score":0.04394597,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598613191","doi":"10.1061/9780784480434.053","title":"Use of a Minitube Blanket for Horizontal Landfill Gas Collection and Control","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Texel (Canada)","funders":"","keywords":"Trench; Landfill gas; Drainage; Blanket; Waste management; Greenhouse gas; Engineering; Greenhouse; Geotechnical engineering; Extraction (chemistry); High-density polyethylene; Environmental science; Petroleum engineering; Environmental engineering; Geology; Municipal solid waste; Polyethylene; Materials science","authors":[{"name":"Stéphan Fourmont","is_ca":true},{"name":"Pascal Saunier","is_ca":true},{"name":"Toraj Ghofrani","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02593531920774949,"gpt":0.2474186312662478,"spread":0.2214833120584983,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005764507,0.0003815063,0.0005019086,0.001104952,0.0003845871,0.0007042556,0.0009024402,0.0005889972,0.002677255],"category_scores_gemma":[0.0006074677,0.0002776101,0.0004157214,0.001078764,0.0003977633,0.0009137791,0.0005696008,0.0003488248,0.001097761],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004418327,"about_ca_system_score_gemma":0.0005998897,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008365118,"about_ca_topic_score_gemma":0.001757848,"domain_scores_codex":[0.999198,0.000138413,0.00005468723,0.0001326182,0.0004302665,0.00004599035],"domain_scores_gemma":[0.999604,0.00008421619,0.0001201969,0.00004963442,0.0001193522,0.00002244884],"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":[0.0006112031,0.0002903285,0.006496722,0.003768817,0.00007953136,0.0005088308,0.0003014485,0.006250787,0.3761137,0.005281865,0.003242067,0.5970547],"study_design_scores_gemma":[0.00005462702,0.002620899,0.01666264,0.0008423477,0.0002260715,0.002408208,0.0004690518,0.01215516,0.6619327,0.001754253,0.3007564,0.0001177237],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.4700561,0.056757,0.4244767,0.0007066971,0.0005140147,0.0008724796,0.001490493,0.003003908,0.04212246],"genre_scores_gemma":[0.8518179,0.01651519,0.1086607,0.0002723242,0.00007942222,0.0003549129,0.0007538727,0.0001348931,0.02141091],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002677255,"threshold_uncertainty_score":0.008956313,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2601521908","doi":"10.1061/9780784480472.026","title":"A Modular Approach for Dune Protection and Shoreline Stabilization in East Hampton, NY","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Coastal and Marine Dynamics","field":"Earth and Planetary Sciences","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Terrafix Geosynthetics (Canada)","funders":"","keywords":"Geotextile; Downtown; Storm; Shore; Geotechnical engineering; Civil engineering; Engineering; Erosion; Environmental science; Geology; Forensic engineering; Archaeology","authors":[{"name":"Christopher Timpson","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02206062382490258,"gpt":0.2189421355454662,"spread":0.1968815117205636,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002607772,0.0004961229,0.0001002303,0.0004072195,0.001372741,0.0008109856,0.0006818648,0.0003714653,0.03096935],"category_scores_gemma":[0.0002636751,0.0001638287,0.0002271612,0.0002054682,0.0002968153,0.000498399,0.001901909,0.0004743758,0.004462432],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001194549,"about_ca_system_score_gemma":0.003929609,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02717342,"about_ca_topic_score_gemma":0.1616882,"domain_scores_codex":[0.9998527,0.00001855083,0.000003583127,0.00003440636,0.00004817958,0.00004267693],"domain_scores_gemma":[0.9997973,0.000008207397,0.000008909412,0.00001013604,0.00003028496,0.000145175],"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":[0.0002576561,0.001007725,0.01026455,0.0003972468,0.00003430726,0.006259301,0.002748924,0.004119378,0.06926483,0.01725257,0.201618,0.6867756],"study_design_scores_gemma":[0.00006912547,0.0005233695,0.01754896,0.0001817585,0.00001873116,0.001490021,0.002791858,0.00310608,0.005241715,0.002018068,0.9669766,0.0000336066],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.2742525,0.002747155,0.1305321,0.007298442,0.001999687,0.002736972,0.001027044,0.003516473,0.5758896],"genre_scores_gemma":[0.1828441,0.002403996,0.1596484,0.0008133533,0.0001564772,0.000963467,0.0007933006,0.0003316455,0.6520454],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.03096935,"threshold_uncertainty_score":0.1036028,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600266851","doi":"10.1061/9780784480465.009","title":"Numerical Modelling, Design, and Construction of a Geotextile-Reinforced Soil-Metal Buried Structure (GRS) under Deep Fills in Challenging Soil Conditions","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Atlantic Industries (Canada); Terahertz Technology Solutions (Canada)","funders":"","keywords":"Culvert; Levee; Geotechnical engineering; Consolidation (business); Geotextile; Finite element method; Geology; Settlement (finance); Soil water; Environmental science; Engineering; Structural engineering; Soil science; Computer science","authors":[{"name":"Meckkey El-Sharnouby","is_ca":true},{"name":"Dave Worsley","is_ca":true},{"name":"Phil Carroll","is_ca":true},{"name":"Calvin D. VanBuskirk","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01096791143926393,"gpt":0.2137693783188906,"spread":0.2028014668796267,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000308563,0.0003114981,0.0003775531,0.00032917,0.0003600779,0.0006689918,0.0006469215,0.001067194,0.0009795439],"category_scores_gemma":[0.0004970403,0.0003111452,0.0003500665,0.0001993391,0.0006421388,0.0002743111,0.0005528142,0.0002921578,0.000200746],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004581299,"about_ca_system_score_gemma":0.0009474538,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002955759,"about_ca_topic_score_gemma":0.006197168,"domain_scores_codex":[0.9998466,0.00003313611,0.000008480654,0.00002724797,0.00005366746,0.00003090458],"domain_scores_gemma":[0.9998335,0.0000554091,0.00003021624,0.00002677411,0.00002684179,0.000027193],"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":[0.00005288381,0.0000590965,0.004716021,0.00006791731,0.00001504429,0.0004838107,0.0001265943,0.9582273,0.02566215,0.000844373,0.0001086912,0.00963617],"study_design_scores_gemma":[0.0000139148,0.0002269447,0.003117963,0.00001206264,0.0000121045,0.0001257555,0.0001638964,0.9899405,0.005330401,0.0002876093,0.0007591558,0.000009785185],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9400684,0.00007036294,0.05448129,0.00008158968,0.00001542732,0.00007419549,0.00008359115,0.0001314135,0.00499375],"genre_scores_gemma":[0.9776502,0.00005012977,0.02106632,0.000006399779,0.000001623565,0.00002811076,0.00004589089,0.00001261652,0.001138614],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002955759,"threshold_uncertainty_score":0.005877137,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598544199","doi":"10.1061/9780784480441.001","title":"Polymeric Shell-Confined Aggregate Pier Ground Improvement Method to Support Bridge Embankments over Soft Clay Soil","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Ministry of Transportation of Ontario","funders":"","keywords":"Geotechnical engineering; Pier; Aggregate (composite); Compressibility; Levee; Shell (structure); Materials science; Settlement (finance); Geology; Engineering; Structural engineering; Composite material; Computer science","authors":[{"name":"Tony Sangiuliano","is_ca":true},{"name":"Jason Brown","is_ca":true},{"name":"Brian Metcalfe","is_ca":true},{"name":"Kord J. Wissmann","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01451405418391302,"gpt":0.2630077449521418,"spread":0.2484936907682288,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009348059,0.0003521974,0.0001517383,0.0003339307,0.0001516473,0.0001523224,0.0002538803,0.0001685751,0.001057412],"category_scores_gemma":[0.00008895165,0.0001182284,0.0001476968,0.00019235,0.0001208447,0.0002577136,0.0003193537,0.0002239837,0.000293937],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001266887,"about_ca_system_score_gemma":0.0001717008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005078754,"about_ca_topic_score_gemma":0.002883585,"domain_scores_codex":[0.9999231,0.000005352535,0.000004578695,0.00001638762,0.00003413851,0.00001653147],"domain_scores_gemma":[0.9999321,0.000003995175,0.00002592094,0.000007054174,0.00001643008,0.00001458556],"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":[0.00004969737,0.00006995598,0.0007812874,0.00009545212,0.000006521432,0.0001435501,0.00006398539,0.001649369,0.9751697,0.0003037304,0.0001704127,0.02149624],"study_design_scores_gemma":[0.00002194994,0.001390577,0.009400199,0.00001937337,0.00003406663,0.0005219059,0.0001269349,0.01587251,0.9635867,0.0000837839,0.008919988,0.00002208739],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9543859,0.0003233785,0.04223676,0.00004286413,0.00002360901,0.00006838872,0.00006074491,0.0003016511,0.002556731],"genre_scores_gemma":[0.977937,0.0001526486,0.01885482,0.00002180454,0.00000473456,0.00002302623,0.00004984943,0.00001630399,0.002939681],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001057412,"threshold_uncertainty_score":0.003537416,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2598651160","doi":"10.1061/9780784480434.025","title":"Geomembrane Water Proofing of a 16.3 km Hydroelectric Structural Wood Flume","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Underground infrastructure and sustainability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"TC Scientific (Canada)","funders":"","keywords":"Flume; Geomembrane; Hydroelectricity; Environmental science; Culvert; Geotextile; Geotechnical engineering; Engineering; Civil engineering","authors":[{"name":"Brian W. Fraser","is_ca":true},{"name":"Mike Neal","is_ca":false},{"name":"Ross Hartsock","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005489713884287678,"gpt":0.2093387240273269,"spread":0.2038490101430392,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000381271,0.0002659723,0.0001735481,0.0003524092,0.001014051,0.0005382936,0.0004874492,0.000683101,0.006346522],"category_scores_gemma":[0.0004854653,0.0001674797,0.000289087,0.0002144283,0.0003608786,0.0007582328,0.0006995135,0.0006683774,0.001209502],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005659199,"about_ca_system_score_gemma":0.0007890562,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003001083,"about_ca_topic_score_gemma":0.01512112,"domain_scores_codex":[0.999774,0.00002123125,0.000006350511,0.00003084792,0.00009708149,0.00007042805],"domain_scores_gemma":[0.9998096,0.00002370239,0.00001093999,0.0000348104,0.0000736665,0.00004726892],"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":[0.001151829,0.0007076445,0.03209867,0.0004217326,0.00003668005,0.01134847,0.00256874,0.01474011,0.5639589,0.007097604,0.01249305,0.3533766],"study_design_scores_gemma":[0.0001825375,0.008165536,0.1709421,0.000231154,0.00008498727,0.007870473,0.00954429,0.02931302,0.5035206,0.002787239,0.2671766,0.0001814076],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9733422,0.0001052327,0.009865771,0.0001949838,0.00008513907,0.0001511207,0.0002789604,0.0003225749,0.01565387],"genre_scores_gemma":[0.9688647,0.00006115426,0.007788064,0.0000452774,0.000006102105,0.00003586738,0.0002548702,0.00004355149,0.02290045],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006346522,"threshold_uncertainty_score":0.02123123,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2600124682","doi":"10.1061/9780784480472.020","title":"Soil Survey: Methodology Improvement in Brazil Adopted by CTR-RIO for the Quality Control of Geomembrane Installations","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Geomembrane; Hectare; Environmental science; Damages; Waste management; Hazardous waste; Environmental engineering; Engineering; Geotechnical engineering; Geography; Archaeology; Agriculture","authors":[{"name":"Priscila Zidan","is_ca":false},{"name":"Luiz P. A. Frigo","is_ca":false},{"name":"Matthew Kemnitz","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.06152334908983694,"gpt":0.3444472661314832,"spread":0.2829239170416463,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.01303504,0.000856202,0.0007320989,0.003608969,0.00104348,0.001184637,0.001184955,0.0004811415,0.002728334],"category_scores_gemma":[0.01262053,0.0007259584,0.0007624759,0.003765863,0.0008432709,0.0005783221,0.001503966,0.0004807601,0.001299544],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002331271,"about_ca_system_score_gemma":0.007279867,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.06419475,"about_ca_topic_score_gemma":0.1563351,"domain_scores_codex":[0.9877762,0.00425027,0.001942093,0.001698779,0.003800142,0.0005325683],"domain_scores_gemma":[0.9835318,0.001452168,0.002386332,0.002195217,0.01014047,0.0002939659],"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":[0.000505407,0.0004947616,0.316779,0.002259672,0.000177531,0.0008933261,0.007644883,0.002853411,0.2004196,0.003302945,0.007964389,0.456705],"study_design_scores_gemma":[0.0001609266,0.001023112,0.7494655,0.000706639,0.0002524292,0.001283597,0.004749661,0.008251545,0.08752115,0.0009043063,0.1455083,0.0001728107],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.4914535,0.001838455,0.4205917,0.001797472,0.0003501583,0.01331749,0.01453659,0.005415477,0.05069909],"genre_scores_gemma":[0.419359,0.0009173285,0.56031,0.0004115495,0.00004633514,0.005556643,0.004805239,0.0005532627,0.008040548],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.06419475,"threshold_uncertainty_score":0.1276422,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2601455779","doi":"10.1061/9780784480441.070","title":"Quantifying and Analyzing the Signal-to-Noise Ratio in Down-Hole Seismic Testing","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Geophysical Methods and Applications","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Conetec Investigations","funders":"","keywords":"Geology; Seismology; Signal-to-noise ratio (imaging); Seismic wave; Cone penetration test; Vertical seismic profile; Acoustics; Stacking; Shear (geology); Geotechnical engineering; Optics; Physics; Petrology; Nuclear magnetic resonance","authors":[{"name":"Mark A. Styler","is_ca":true},{"name":"Ilmar Weemees","is_ca":true},{"name":"John Rogie","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.04466351117452602,"gpt":0.2949054499219716,"spread":0.2502419387474456,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001539059,0.0007528347,0.0003392452,0.001681852,0.0001919766,0.0006853434,0.0006865754,0.0006815587,0.0007945755],"category_scores_gemma":[0.008671583,0.0002652027,0.0001688156,0.001043533,0.0006458582,0.0007467708,0.0005548838,0.0003150883,0.0002175863],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000263913,"about_ca_system_score_gemma":0.000228806,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001890375,"about_ca_topic_score_gemma":0.00429285,"domain_scores_codex":[0.9988245,0.0002222946,0.00008395269,0.0001821002,0.0005848779,0.0001021904],"domain_scores_gemma":[0.9948427,0.001948028,0.0009460395,0.0003892188,0.001725847,0.000148152],"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":[0.0008817229,0.0002414856,0.1176417,0.0003460432,0.00006042792,0.001503588,0.001154674,0.03228668,0.6678328,0.0006908513,0.0005443831,0.1768156],"study_design_scores_gemma":[0.00002395833,0.001527166,0.3034516,0.00009828126,0.0001307326,0.001789515,0.0008350004,0.1975393,0.4908254,0.001162916,0.002496591,0.0001196407],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8718436,0.0002088988,0.1257489,0.00006224215,0.00002868757,0.00006994056,0.0002028748,0.0003844538,0.001450428],"genre_scores_gemma":[0.9618813,0.0001222595,0.03724755,0.0000269126,0.00001069649,0.0000259222,0.0002096078,0.00007914241,0.0003965902],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001890375,"threshold_uncertainty_score":0.008139431,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2603918902","doi":"10.1061/9780784480472.024","title":"Laboratory Measurement of the Linear Thermal Expansion of Geomembranes Using a Dynamic Mechanical Analyzer (DMA)","year":2017,"lang":"en","type":"article","venue":"Geotechnical Frontiers 2017","topic":"Landfill Environmental Impact Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"CTT Group (Canada)","funders":"","keywords":"Geomembrane; Materials science; Spectrum analyzer; Thermal; Thermal expansion; Leakage (economics); Composite material; Computer science","authors":[{"name":"David Beaumier","is_ca":true},{"name":"Patricia I. Dolez","is_ca":true},{"name":"Éric Blond","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02237764247240852,"gpt":0.2540610074877666,"spread":0.2316833650153581,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005790024,0.0005374085,0.0002940127,0.0003910548,0.000440618,0.0003437233,0.0005279009,0.0004335011,0.002100085],"category_scores_gemma":[0.0009199923,0.0001864654,0.0001966145,0.0004202582,0.0004773844,0.0004938638,0.0003806442,0.0004356177,0.0004762822],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002183884,"about_ca_system_score_gemma":0.000308568,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003588827,"about_ca_topic_score_gemma":0.0008413069,"domain_scores_codex":[0.999436,0.00007376499,0.00004091206,0.0001337013,0.0002676399,0.00004810892],"domain_scores_gemma":[0.9993259,0.0002356601,0.0001398588,0.0001027655,0.0001610769,0.00003480883],"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":[0.00005464147,0.00006175402,0.001588805,0.00006626497,0.000004772566,0.00002681261,0.00008034059,0.0002421374,0.9911039,0.0001759203,0.00009816807,0.006496681],"study_design_scores_gemma":[0.000007600445,0.0005938669,0.007844646,0.0000105136,0.00001339823,0.0001060491,0.00009425764,0.002596421,0.9870802,0.00007976955,0.001559901,0.00001328538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8682709,0.0004596524,0.1250654,0.00007693905,0.0000775629,0.0002141903,0.0009022424,0.0006757706,0.004257488],"genre_scores_gemma":[0.9485001,0.0003791977,0.04842387,0.00003825633,0.00002027311,0.000401638,0.0003218477,0.0000428641,0.001871958],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002100085,"threshold_uncertainty_score":0.00702548,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}